faculty of civil and industrial engineering sapienza main ... · faculty of civil and industrial...

Faculty of Civil and Industrial Engineering Sapienza Main Campus

Piazzale Aldo MoroVia Eudossiana

Via delle Sette Sale

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01Faculty of Engineering

02Palazzo Brancaccio

03Sapienza Main Campus

04Basilica of San Pietro

05Sant’Angelo Castle

06Trinità dei Monti

07Piazza Navona

08Pantheon

09Trevi fountain

10Termini Station

11Forum of Caesar

12Forum of Augustus

13San Pietro in Vincoli

14Colosseum

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Sapienza Main CampusOpening and Plenary SessionMonday 11 September - 8.00 to 13.30

photo: Sapienza press office - Stefania Sepulcri

Cloister of the Faculty of EngineeringWelcome Cocktail and Pasta PartySunday 10 September - 18.00 to 20.30Monday 11 September - 19.30 to 22.00

Faculty of Civil and Industrial EngineeringSemi-plenary Sessions and LecturesMonday 11 September - 14.30 to 18.35Tuesday 12 September - 9.00 to 18.50Wednesday 13 September - 9.00 to 16.30

Palazzo BrancaccioConference DinnerTuesday 12 September - 20.00 to 23.00

04

It is a great pleasure to welcome you to the X International Conference on Structural Dyna-mics, EURODYN 2017, in Rome, organised by the Faculty of Civil and Industrial Engineering of Sapienza University of Rome and the Europe-an Association for Structural Dynamics, EASD. This Conference follows earlier successful con-ferences held in Bochum (1990), Trondheim (1993), Florence (1996), Prague (1999), Muni-ch (2002), Paris (2005), Southampton (2008), Leuven (2011) and Porto (2014), and we are very honoured to host this important Internatio-nal Conference at the campus of the Faculty of Engineering of Sapienza University.The increasing success of the previous editions is without doubt a demonstration of the signifi-cance of the conference series.EURODYN 2017 covers all major aspects of structural dynamics and is devoted to recent theoretical, numerical and experimental deve-lopments. Three plenary lectures open the Conference on Monday morning, while six semi-plenary lectu-res are scheduled to open the Conference on Tuesday and Wednesday mornings. The Confe-

rence is organised in a General session and 26 Mini-symposia; the scientific contributions are all orally presented during 10 parallel sessions. Tuesday morning the first presentation is devo-ted to the memory of Professor Wilfried B. Kra-etzig, a renowned scientist and engineer, and the founder of the EURODYN Conference series.Wednesday morning, the presenters of MS03 Nonlinear Dynamics will remember Professor Ali H. Nayfeh, pioneer of nonlinear dynamic phenomena and father of a generation of rese-archers in mechanical dynamical systems.More than 1000 abstracts have been submitted, of which 830 were accepted; some 600 papers were finally submitted and will be presented during the conference by authors from over 54 Countries. The papers are published in a special issue of Procedia Engineering, an open access collection of conference proceedings, indexed by Scopus and ISI Web of Science. The con-ference programme and book of abstracts are provided to facilitate participants during the Conference.While the EURODYN Conference was initially a European event, over time participation from

non-European countries has remarkably incre-ased and this X Edition enjoys a wide internatio-nal participation.We would like to thank all the mini-symposia organisers, as well as the members of the Inter-national Scientific Committee for their contribu-tion to the successful organisation of EURODYN 2017. We would also like to thank all keynote lecturers, authors, participants, sponsors and exhibitors for their contribution; last but not le-ast, the kind support of Gerhard Müller, EASD President and the Executive Board. A special word of thanks finally goes to all who actively collaborated in the organisation of this event at Sapienza University and to the Conference se-cretariat for their considerable assistance.We hope you will have a stimulating and fruitful EURODYN 2017 along with a very pleasant stay in Rome.

Fabrizio Vestroni, Conference ChairVincenzo Gattulli, Conference Co-ChairFrancesco Romeo, Conference Co-Chair

Welcome to Rome and to EURODYN 2017

Welcome

05

Dear participants of EURODYN 2017,

a warm welcome to the 10th International Conference on Structural Dynamics, EURODYN 2017. Our tour through Europe, that started in Bochum in 1990 and since then has moved at three-year intervals from Trondheim to Floren-ce, Prague, Munich, Paris, Southampton, Leu-ven and Porto, this year has arrived in Rome for another exciting exchange of novel and re-cent developments within the field of Structural Dynamics. I am sure that this conference will again provide an excellent platform for a frui-tful exchange of ideas and for establishing links

between research groups that share or comple-ment topics and activities.

On behalf of the European Association for Structural Dynamics (EASD), I would like to express our gratitude to the Chair of this confe-rence, Fabrizio Vestroni and his Co-Chairs Vin-cenzo Gattulli and Francesco Romeo for their professional and intensive organization. Our sincere appreciation to all other members of the organizing committee, among them the chair of EURODYN 2014, Álvaro Cunha and esteemed colleagues from Rome and Florence. I extend our thanks to all organisers of the 26 mini-sym-

posia for the intensive review process, which resulted in a very promising technical program-me. And a special thanks to Sapienza University of Rome and its Faculty of Civil and Industrial Engineering for providing the venue and logisti-cs in a most stimulating environment.

On behalf of EASD, I wish you an interesting and inspiring EURODYN 2017 and an enjoyable stay in the historic heart of the Eternal City of Rome.

Gerhard Müller, president of EASD

Welcome of the President of EASD

Welcome

06

Commitees

EASD

Gerhard Müller, GermanyPresidentCostas Papadimitriou, GreeceExecutive Vice PresidentWilfried Kraetzig, Germany Honorary President (†)Claudio Borri, ItalyMichael Brennan, BrazilÁlvaro Cunha, PortugalGuido De Roeck, BelgiumChristian Soize, France

Scientific Commitee

Ahmadian Mehdi, USAAntoni Jérôme, FranceAu Ivan, United KingdomBeck Jim, USABorri Claudio, ItalyBrennan Mike, BrazilBrinker Rune, DenmarkCaetano Elsa, PortugalCantieni Reto, SwitzerlandCasciati Fabio, ItalyChatzi Eleni, SwitzerlandConte Joel, USACunha Alvaro, PortugalDegrande Geert, BelgiumDe Roeck Guido, BelgiumDi Paola Mario, ItalyDominguez Jaime, SpainDuhamel Denis, FranceEl Borgi Sami, TunisiaErdik Mustafa, TurkeyFriswell Michael, United KingdomFujino Yozo, JapanGendelman Oleg, IsraelGentile Carmelo, ItalyGhanem Roger, USA

Goicolea José, SpainGrigoriu Mircea, USAJensen Hector, ChileKasperski Michael, GermanyKaveh Ali, IranKovacic Ivana, SerbiaKrenk Steen, DenmarkLombaert Geert, BelgiumMace Brian, New ZelandMetrikine Andrei, HollandMignolet Marc, USAMita Akira, JapanMoan Torgeir, NorwayMüller Gerhard, GermanyNatsiavas Sotirios, GreeceNaess Arvid, NorwayNaprstek Jiri, Czech RepublicOhayon Roger, FranceOmenzetter Piotr, ScotlandOstachowicz Wieslaw, PolandPapadimitriou Costas, GreecePapadrakakis Manolis, GreecePavic Aleksandar, United KingdomPeil Udo, GermanyPerotti Federico, ItalyRay-Chaudhuri Samit, IndiaRega Giuseppe, ItalyRibeiro Pedro, PortugalRixen Daniel, GermanyRodellar José, SpainSafak Erdal, TurkeySamsonov Alexander M., RussiaSestieri Aldo, ItalySoize Christian, FranceSorensen John Dalsgaard, DenmarkStaszewski Wieslaw Jerzy, PolandTrindade Marcelo A., BrazilVakakis Alexander, USAValdebenito Marcos, Chile

Van Der Auweraer Herman, BelgiumVestroni Fabrizio, ItalyXia He, ChinaXu You Lin, ChinaYang Yeong-Bin, TaiwanZhai Wanming, China

Organising Commitee

Fabrizio Vestroni, Sapienza University of Rome Conference ChairVincenzo Gattulli, University of L’AquilaConference Co-ChairFrancesco Romeo, Sapienza University of RomeConference Co-ChairÁlvaro Cunha, University of Porto/FEUPEASD Executive BoardGianni Bartoli, University of FlorenceDavide Bernardini, Sapienza University of RomeFrancesco Massi, Sapienza University of RomeAnnamaria Pau, Sapienza University of RomeJacopo Ciambella, Sapienza University of RomeMary Joan Crowley, Sapienza University of RomeAnna Reggio, Politecnico di TorinoValentina Casella, Diamonds - Sapienza Univer-sity of Rome

Organising Association

EASD

Organising Institution

Sapienza University of RomeFaculty of Civil and Industrial EngineeringDepartment of Structural and GeotechnicalEngineeringFondazione Roma Sapienza

Conference secretariat

Simona Barbati, Federica Bassetti, Enrico Cappelli, Ginevra Conte, Elisabetta Meluzzi

07

Plenary (PL) and Semi-Plenary (SPL) keynote lectures Mini-Symposia (MS)

Themes & Topics

Monday 11 September 2017

PL01 Random Vibrations of Nonlinear Continua Endowed with Fractional Derivative ElementsPol D. Spanos, Rice University, Texas, USA

PL02 Aerodynamic Characteristics of Super-Tall Buildings with Various ConfigurationsYukio Tamura, Tokyo Polytechnic University, Japan

PL03 Transportation at 1000 km/h: Pushing Propulsion Dynamics to the Extreme, in TransPod’s Ultra-High-Speed Hyperloop SystemRyan Janzen, Transpod, Canada

Tuesday 12 September 2017

SPL01 Intentional Utilization of Strong Nonlinearity in Structural Dynamics Alexander Vakakis, University of Illinois, Illinois, USA

SPL02 Certainly Uncertain – The Charm of Fuzzy PredictionsMichael Hanss, University of Stuttgart, Germany

SPL03 Tests on Long Span Bridges and Analysis Using New OMA TechniquesJames Brownjohn, University of Exeter, England

Wednesday 13 September 2017

SPL04 Understanding the Dynamics of Multi-Degree-of-Freedom Nonlinear Systems Using Backbone CurvesDavid Wagg, University of Sheffield, England

SPL05 Acoustic Black Holes for Flexural Waves: A Smart Approach to Vibration DampingVictor Krylov, Loughborough University, England

SPL06 Sparse and Low-Rank Methods for Structural Identification and SHMSatish Nagarajaiah, Rice University, Texas, USA

MS00 General Session on Dynamics, Stability and Structural Vibrations

MS01 Advances in Computational Dynamics of Structures

MS02 Advances in Dynamical Experimental Techniques

MS03 Non-linear Dynamics

MS04 System Identification

MS05 Recent Advances in Stochastic Structural Dynamics

MS06 Reliability, Robustness and Design of Complex and Dynamical Engineering Systems

MS07 Uncer tainty Quantification and Reliability Analysis in Structural Dynamics and Coupled Systems

MS08 Fluid-structures Interaction

MS09 Vibro-acoustics

MS10 Dynamics of Materials

MS11 Waves in Solids

MS12 Vibration Control and Mitigation

MS13 Damage Detection

MS14 Structural Health Monitoring

MS15 Dynamic Soil-structure Interaction

MS16 Blast and Impact Loads

MS17 Moving Loads

MS18 Traffic Induced Vibrations (road, railway, subway)

MS19 Human Induced Vibrations and Vibration Serviceability

MS20 Bridge Dynamics

MS21 Wind Induced Vibrations of Slender Structures

MS22 Dynamics of Wind Energy Plants

MS23 Vehicle Dynamics

MS24 Dynamic Testing and Monitoring of Historic Structures

MS25 Energy Sink and Energy Harvesting

MS26 Performance-based Design of Dinamically Excited Structures

08

Practical Information

Venue

The Conference will be held at Sapienza Univer-sity of Rome. The Opening Ceremony and the 3 Plenary Lectures take place on Monday 11 September in the Aula Magna of the Sapienza University Main Campus. All other sessions take place at the Faculty of Civil and Industrial Engineering located in the historic centre of Rome, directly overlooking the Coliseum and next to the an-cient Basilica of San Pietro in Vincoli, home to Michelangelo’s statue of Moses.

Registration

All attendees of the Conference are requested to check in at the registration desk.

Registration fee includes:

• Attendance at all sessions

• Book of abstracts

• Paper published in Elsevier’s Procedia En-gineering

• Welcome cocktail

• Pasta Party

• Lunches and coffee breaks

• Conference banquet

Registration begins at 18.00 on Sunday 10 September at the Faculty of Civil and Industrial Engineering.For registration all attendees shall bring, either printed or on their smartphone, the conference ticket received by email.

Name badge

Participants are kindly asked to display their name badge at all times in order to access the Conference venue and social events.A further badge is provided to personalise your Conference bag.

Four different badge colours are assigned:

• Red for all participants

• Blue for accompanying persons

• Gray for organising committee and techni-cal staff

• Green for exhibitors and sponsors

Conference Secretariat & Desk

Opening hours

FACULTY OF CIVIL AND INDUSTRIAL ENGINEERING

Sunday 10 September, 18.00 to 20.30

Monday 11 September, 13.00 to 18.00

Tuesday 12 September, 09.00 to 18.00

Wednesday 13 September, 09.00 to 17.00

SAPIENZA UNIVERSITY MAIN CAMPUS


Oral Presentations

• Please check the final programme to con-firm the time and the room of your presen-tation.

• The time allocated for each presentation is 15 minutes, including questions and di-scussion. To keep the Conference on sche-dule and to accommodate participants who want to move between sessions, session chairs must strictly follow the time schedu-le. Presenters are asked to stay within the allocated time.

• All lecture rooms are equipped with a com-puter.

• Presenters must report to the lecture room 15 minutes prior to the start of the session to upload a copy of their presentation from a USB drive onto the computer provided. Note that presenters own computers may not be used.

• Formats supported are .pdf or .ppt(x).

• All computers are equipped with Windows 7 and the following software: Adobe Reader X, Microsoft Office 2007, Windows Media player (supporting divx, mpeg, flash), VLC player.

• Presentation with animations, videos or special effects must be tested prior to their session in the respective room.

It is the presenter’s responsibility to check in advance that their presentation is compati-ble with the installed version of the available software.

09

Practical Information

Wireless network

A wireless network is available in the Conferen-ce buildings. All participants receive a personal user-id, password and instructions to connect to the network on registration.

Computer facilities

At Level -1, computers and a printer are available for attendees in the Computer Laboratory.

Coffee breaks

Coffee breaks take place according to the Con-ference programme. Location of the coffee bre-aks is the Cloister of the Faculty, as well as relax areas.

Lunch breaks

Lunches are included in the Conference regi-stration fee and will be served in the Cloister.

Welcome cocktail

On Sunday 10th a welcome cocktail is offered in the historical Sangallo Cloister of the Faculty.

Pasta Party

On Monday 11th there will be Pasta Party in the Cloister at 19.30. Pasta all’amatriciana will also be served to honour the town of Amatrice de-stroyed during the 2015 earthquake and that gave its name to the amatriciana dish of tomato sauce and pork cheek.

Conference dinner

Conference dinner takes place on Tuesday 12th evening at Palazzo Brancaccio at 20.00.The location is within walking distance of the Faculty of Engineering. Awards are assigned during the dinner.

Additional information

• Electricity

The voltage is 220V.

• Taxi service

Cooperativa Radio Taxi: 0039. 06 3570

Pronto Taxi: 0039. 06 6645

Samarcanda: 0039. 06 5551

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Cloister

Desk

Relax area

Relax area

Relax area

01

33

38

11

07

08

17

15Fresco RoomCloister Room

Main EntranceLevel 0

Level -1

to Lev.-1

from Lev.0

Side Entrance

Side Entrance

Exhibition Area

Exhibition Area

wc

wcwc

Venue Plan

Room 01 MS03

Room 07MS12, MS24

Room 08MS06, MS07, MS17, MS19

Room 11MS00, MS02

Room 15MS11, MS18, MS22

Room 17MS09, MS15, MS21, MS26

Room 33MS04, MS05, MS25

Room 38MS14, MS16

Cloister RoomMS13, MS20

Fresco RoomMS01, MS08, MS10, MS23

11

Programme at a glance

Monday 11 September Tuesday 12 September Wednesday 13 September

Plenary Session9.30 - 12.00

Sapienza Main Campus



Cloister of the Faculty of Engineering

Faculty of Engineering Faculty of Engineering

Faculty of Engineering







Palazzo Brancaccio Faculty of Engineering

Mini-Symposia Session 029.30 - 13.00


Registration and Opening8.00 - 9.30

Semi-Plenary Session 019.00 - 11.00

Semi-Plenary Session 029.00 - 11.00




Lunch and Transfer12.00 - 14.30

Lunch13.00 - 14.30

Lunch13.00 - 14.30

Pasta Party19.30 - 21.30

Conference Dinner20.00 - 23.00

Closing Session16.30 - 17.00

8.00

10.40

9.30

11.20

16.15

14.30

10.00

12.00

16.35

19.30

12 ROOM 01 ROOM 08CLOISTER ROOM FRESCO ROOMROOM 07

Programme overviewMonday 11 September 2017

Random Vibrations of Nonlinear Continua Endowed with Fractional Derivative ElementsPol Spanos, Rice University, Texas, USAChair: G. Müller

Aerodynamic and Pedestrian-Level Wind Characteristics of Super-Tall Buildings with Various ConfigurationsYukio Tamura, Tokyo Polytechnic University, JapanChair: F. Romeo

TransPod Ultra-High-Speed Tube Transportation: Dynamics of Vehicles and InfrastructureRyan Janzen, Transpod, CanadaChair: V. Gattulli

Lunch and Transfer to Faculty of Civil and Industrial Engineering

Coffee Break

Opening Session

Pasta Par ty @ The Cloister

Registration

MS03.INon-linear dynamics

Chairs: A. Metrikine, P. Hagedorn

MS12.IVibration control and mitigation

Chairs: L. Faravelli, S. Avila

MS23Vehicle dynamics

Chairs: J. Edelmann, G. Rill

MS13.IDamage detection

Chairs: G. De Roeck, E. El Masri

MS17.IMoving loads

Chairs: T. Mazilu, K. van Dalen

MS03.IINon-linear dynamics

Chairs: J. Naprstek, S. Natsiavas

MS12.IIVibration control and mitigationChairs: L. Jankowski, A.L. Materazzi

MS01.IAdvances in computational dynamics of structures

Chairs: M. Marchi, W. Schepers

MS13.IIDamage detection

Chairs: E. Chatzi, K. Worden

MS17.IIMoving loads

Chairs: T. Mazilu, K. van Dalen

8.00

10.40

9.30

11.20

16.15

14.30

10.00

12.00

16.35

19.30

13ROOM 38ROOM 15ROOM 17 ROOM 33ROOM 11

Lunch and Transfer to Faculty of Civil and Industrial Engineering

Coffee Break

Pasta Par ty @ The Cloister

Programme overview Monday 11 September 2017

MS02.IAdvances in dynamical experimental techniques

Chairs: E. Caetano, M. Lepidi

MS26.IPerformance-based design of dinamically excited structures

Chairs: F. Petrini, P. Franchin

MS25.IEnergy sink and energy harvesting

Chairs: O. Gendelman, G. Bartoli

MS18.ITraffic induced vibrations (road, railway, subway)

Chairs: G. Lombaert, C.-W. Kim

MS14.IStructural health monitoring

Chairs: P. Omenzetter, M. Vasta

MS02.IIAdvances in dynamical experimental techniques

Chairs: H. Yabuno, M. Kirchner

MS26.IIPerformance-based design of dinamically excited structures

Chairs: A. Giaralis, P. Franchin

MS25.IIEnergy sink and energy harvesting

Chairs: L. Caracoglia, A. Manevich

MS18.IITraffic induced vibrations (road, railway, subway)

Chairs: M. Brennan, T. Tatara

MS14.IIStructural health monitoring

Chairs: F. Magalhaes, B. Hazra

Aula Magna, Sapienza Main Campus





14.30

15.15

14.45

15.30

16.00

15.00

15.45

16.15

14 ROOM 01 FRESCO ROOMCLOISTER ROOMROOM 07 ROOM 08

Parallel Sessions 14.30 - 16.15Monday 11 September 2017

MS03.I

Non-linear dynamicsChairs: A. Metrikine, P. Hagedorn

MS12.I

Vibration control and mitigationChairs: L. Faravelli, S. Avila

MS23

Vehicle dynamicsChairs: J. Edelmann, G. Rill

MS13.I

Damage detectionChairs: G. De Roeck, E. El Masri

MS17.I

Moving loadsChairs: T. Mazilu, K. van Dalen

Dynamic analysis of a multi-contact problem with clearances. Application to the SFR fuel pins bundle sizing

T.Catterou, V.Blanc, G.Ricciardi, S.Bourgeois, B.Cochelin

Modelling friction characteristics in turbi-ne blade vibrations using a fourier series expansion of a real friction hystersis

T.Hoffmann, L.Panning-Von Scheidt, J.Wallaschek

A qualitative analysis of the dynamics of a disc on a rotating plane with dry friction

O.A.Vinogradova

Dynamics of two impacting beams with clearance nonlinearity

L.Dzyubak, A.Bhaskar

Vibro-impact dynamics of two rolling balls along curvilinear trace

K.R.Stevanovic Hedrih

Nonlinear model parameter identification for ice-induced vibrations

L.Dostal, E.-M.Lourens, A.Metrikine

Behavior of Special Hospital Equipments as Rigid Blocks with Mass Eccentricity Subjected to Horizontal Component of Ground Motion

K.Nezamisavojbolaghi, M.Hosseini

Conceiving metastructures for civil engineering applications

S.Casciati

Vibration control of a heritage building through Vibrating Barrier

P.Cacciola, N.Banjanac, A.Tombari

Prediction and experimental analysis of the effectiveness of vibration-isolating tramway

K.Kozioł, K.Stypuła, T.Tatara

Effects of Tuned Rail Damper on Track Dynamic Characteristics Optimization

J.Chen, W.Liu, X.Sun

Optimal control theory based design of elasto-magnetic metamaterial

S.Pensalfini, F.Coppo, F.Mezzani, G.Pepe, A.Carcaterra

Vibration mitigation of a linear host structure using a passive neutralizer: effect of nonlinearity in the neutralizer suspension

R.Aiello, G.Gatti

Experimental study of the seismic response of coupled buildings models

L.A.Perez Pena, S.Avila, G.Doz

Comparison of real-time models for hi-gh-fidelity hardware-in-the-loop catenary emulation in a high-dynamic pantograph test rig

A.Schirrer, G.Aschauer, S.Jakubek

An efficient contact analysis method between the carbody and the railway structures using a multi body dynamics

K.Goto, M.Sogabe, M.Tanabe, T.Watanabe

Road noise input identification for vehicle interior noise by multi-reference Transfer Path Analysis

J.Tatlow, M.Ballatore

Dynamics of vehicle on road with unevenness

I.I.Blekhman, E.Kremer

Reducing the Cornering Resistance of Vehicles by Torque Vectoring

G.Rill

Controllability of the powerslide motion of vehicles with different drive concepts

J.Edelmann, M.Plöchl

On the influence of multiple contact conditions on brake squeal

E.Denimal, S.Nacivet, L.Nechak,J.-J.Sinou

Modal strain identification using sub-mi-crostrain FBG data from a pre-stressed concrete beam during progressive damage testing

D.Anastasopoulos, M.De Smedt, G.De Roeck, L.Vandewalle, E.Reynders

Damage detection assessment in reinfor-ced concrete slabs using impact tests

R.Pimentel, T.Guedes, L.Melo, G.Ferreira, M.Gonçalves

Detecting damaged reinforcement bars in concrete structures using guided waves

E.El Masri, N.Ferguson, T.Waters

Damage detection of fiber-reinforced composite structures using experimental modal analysis

C.A.Geweth, F.S.Khosroshahi, K.Sepahvand, C.Kerkeling, S.Marburg

Effect of Cut-Out and Delamination on Modal Properties of Singly- and Dou-bly-Curved Composite Laminates

K.Chawla, S.R.Chaudhuri

Damage analysis in automotive gearbox

N.Barbieri, G.de Sant’Anna Vitor Barbieri, B.M.Martins, L.de Sant’Anna Vitor Barbieri

Critical velocities for a beam on nonli-near elastic foundation under harmonic moving load

D.Froio, E.Rizzi, F.M.F.Simões, A.Pinto Da Costa

Dynamics of an infinite uniform Euler_Bernoulli beam on bilinear viscoelastic foundation under moving loads

T.Mazilu

Dynamic Response of a Timoshenko Beam to a Deterministic and Stochastic Series of Impulses

O.Szyłko-Bigus, P.Sniady

An edge moving load on an orthotro-pic elastic plate resting on a Winkler foundation

S.Althobaiti, J.Kaplunov, D.Prikazchikov

On the moving multi-loads problem in discontinuous beam structures with interlayer slip

S.Di Lorenzo, C.Adam, G.Failla,A.Pirrotta

Dynamic analysis of Euler-Bernoulli be-ams with interval uncertainties crossed by moving loads

F.Giunta, G.Muscolino, A.Sofi,I.Elishakoff

Dynamics of SDOF oscillators on beams on nonlinear elastic foundations

C.Rodrigues, F.Simões, A.Pinto Da Costa, D.Froio, E.Rizzi

14.30

15.15

14.45

15.30

16.00

15.00

15.45

16.15


Parallel Sessions 14.30 - 16.15 Monday 11 September 2017

MS02.I

Advances in dynamical experimental techniquesChairs: E. Caetano, M. Lepidi

MS26.I

Performance-based design of dinamically excited structures

Chairs: F. Petrini, P. Franchin

MS25.I

Energy sink and energy harvestingChairs: O. Gendelman, G. Bartoli

MS18.I

Traffic induced vibrations(road, railway, subway)

Chairs: G. Lombaert, Chul-Woo Kim

MS14.I

Structural health monitoringChairs: P. Omenzetter, M. Vasta

Experimental and analytical investigation of the inelastic behavior of structures isolated using friction pendulum bearings

A.Tsiavos, D.Schlatter, T.Markic, B.Stojadinovic

Forced vibration testing of footbridges using calibrated human shaker and wireless sensors

J.Brownjohn, M.Bocian, D.Hester

Testing and modelling of the damping effects for fluid-based inerters

X.Liu, J.Zheng Jiang, B.Titutus, A.J.L.Harrison, D.McBryde

Mass sensing using self-excited oscilla-tion in viscous environmentsy

N.Yanagisawa, H.Yabuno

Experimental data based cable tension identification via nonlinear static inverse problem

A.Pacitti, M.Peigney, F.Bourquin, W.Lacarbonara

Evaluation of the applicability of an energy method to calculate the damping in a lab-scale structure

S.Sanchez Gomez, A.Metrikine

Output-only full-field modal testing

Y.-H.Changa, W.Wang, E.A.Pattersona, J.-Y.Chang, J.Mottershead

A Framework for Earthquake Risk Engineering

A.Radu

Hazard-consistent multi-criteria selection and scaling of ground motion records using Evolutionary Algorithms

M.Georgioudakis, M.Fragiadakis,M.Papadrakakis

An equivalent linear procedure for proba-bilistic displacement-based design of RC structures under earthquake

P.Franchin, F.Mollaioli, F.Petrini

Performance based assessment of rein-forced concrete frames designed using eigenfrequency optimization

O.Arroyo, A.Liel, S.Gutiérrez

Influence of modeling assumptions in the seismic risk evaluation of a precast industrial building

F.Cornali, A.Belleri, A.Marini, P.Riva

Spectrum-to-spectrum methods for the generation of elastic floor acceleration spectra

A.Lucchini, P.Franchin, F.Mollaioli

Seismic Performance of 3-D Infilled and Bare Frame RC Building Models using Average Spectral Acceleration

A.Orumiyehei, P.Bazzurro, M.Kohrangi

Mitigation of Nonlinear Liquid Sloshing in Partially Filled Tanks using Passive Energy Absorbers

M.Farid, O.Gendelman

Adaptive inertia tuning of an energy harvester for increasing its operational bandwidth

M.Torbati, M.Hendijanizadeh,S.M.Sharkh

On adjusting the rotary inertia of a canti-lever-type energy harvester for wideband operation

P.Ibrahim, O.Nassar, M.Arafa, Y.Anis

Wind tunnel tests on the post-critical response of classical-flutter-based generators

L.Pigolotti, C.Mannini, G.Bartoli

Nonlinear MEMS Piezoelectric Harvesters in the presence of geometric and structu-ral variabilities

H.Madinei, H.H.Khodaparast, M.Friswell, S.Adhikari, A.D.Shaw

A novel hybrid energy harvester with increased power density

M.Torbati, T.Van Lang, S.M.Sharkh, M.Hendijanizadeh, T.B.Le

FLuttering Energy Harvester for Autono-mous Powering (FLEHAP): aeroelastic characterisation and preliminary perfor-mance evaluation

S.Olivieri, G.Boccalero, A.Mazzino, C.Boragno

Effect of Excavation Depths on Ground Surface Settlement for Embedded Cantilever Retaining Structure due to Seismic Loading

S.Konai, A.Sengupta, K.Deb

Vibrations in soils: a spectral prediction method

A.K.J.Eddine, L.Lenti, J.F.Semblat

Semi-analytical approach to modelling the dynamic behaviour of soil excited by embedded foundations

P.Bucinskas, L.Vabbersgaard Andersen

Dynamic Winkler Foundation for vibration analyses of flexible footings

W.Schepers, S.Appel

Double wall barriers as mitigation measu-res for ground vibration transmission

C.Van Hoorickx, M.Schevenels, G.Lombaert

Considering Low Frequency Sound Propagation in Bridge Design

C.-W.Kim, S.Kohdera, K.Ono, S.Kimura, M.Kawatani

Effect of structural design on traffic-indu-ced building vibrations

P.Persson, L.Vabbersgaard Andersen, K.Persson, P.Bucinskas

Sequential projection pursuit for optimal transformation of autoregressive coefficients for damage detection in an experimental wind turbine blade

S.Hoell, P.Omenzetter

Bayesian virtual sensing for full-field dynamic response estimation

J.Kullaa

Extraction of damage-sensitive eigen-parameters for supervised SHM

M.G.Masciotta, L.F.Ramos, M.Vasta, P.B.Lourenço

Validation of time-delayed recursive force identification in structural dynamics

K.Maes, K.Van Nimmen, S.Gillijns, G.Lombaert

Damping estimation of large wind-sensitive structures

E.Cheynet, J.Bogunović Jakobsen, J.Snæbjörnsson

A multi-objective electromechanical impedance technique to identify debonding in rc beams flexural strengthened with frp

R.Perera, R.Sun, E.Sevillano, A.Ruiz

Model updating for structural health monitoring using static and dynamic measurements

S.Schommer, S.Maas, V.H.Nguyen, A.Zürbes

16.35

18.35

17.20

16.50

17.35

18.05

17.05

17.50

18.20

16 ROOM 01 FRESCO ROOM ROOM 08CLOISTER ROOMROOM 07

Parallel Sessions 16.35 - 18.35Monday 11 September 2017

MS03.II

Non-linear dynamicsChairs: J. Naprstek, S. Natsiavas

MS12.II

Vibration control and mitigationChairs: L. Jankowski, A.L. Materazzi

MS01.I

Advances in computationaldynamics of structures

Chairs: M. Marchi, W. Schepers

MS13.II

Damage detectionChairs: E. Chatzi, K. Worden

MS17.II

Moving loadsChairs: T. Mazilu, K. van Dalen

Influence of the Mechanics of Escape on the Instability of von Mises Truss and its Control

D.Orlando, P.B.Gonçalves, S.Lenci, G.Rega

A 2-DOF Model of an Elastic Rocket Structure Under Circulatory Force

R.Brasil, L.Brejão, J.Balthazar

Atypical parametric instability in linear and nonlinear systems

P.Hagedorn, A.Karev

Dynamic Analysis of Nonlinear Elastically Supported Von-Kàrmàn Plates Subjected to Subsonic Flow

H.Norouzi, D.Younesian

Numerical investigation of the Hopf-Bogdanov-Takens mode interaction for a fluid conveying tube

A.Steindl

Uncovering detached resonance curves in single degree-of-freedom systems

G.Habib, G.I.Cirillo, G.Kerschen

Interaction of internal and external resonances during force driven vibrations of a nonlinear thin plate embedded into a fractional derivative medium

Y.Rossikhin, M.Shitikova, V.Kandu

Internal resonances in a transversally excited imperfect circular cylindrical shell

L.Rodrigues, P.Gonçalves, F.Silva

Hysteresis based vibration control of base-isolated structures

J.Rodellar, G.Garcia, Y.Vidal, L.Acho,F.Pozo

On dynamic analysis and control of an elevator system using polynomial chaos and Karhunen-Loève approaches

D.Colón, A.Cunha Jr., S.Kaczmarczyk, J.M.Balthazar

Active control of art objects subjected to seismic excitation

I.Venanzi, L.Ierimonti, A.L.Materazzi

Preliminary results and simulation of an active pendulum system for a three floor building

I.Birs, S.Folea, F.Ionescu, O.Prodan, C.I.Muresan

Piezoelectric actuator design considering spillover effects

J.F.Gonçalves, D.M.De Leon, E.A.Perondi

Alternating the twin rotor damper between two modes of operation to eliminate small vibrations

R.Bäumer, R.Terrill, U.Starossek

Application of differential transformation finite element method in aperiodic vibration of non-prismatic beam

R.Hołubowski

Fast 3D FEM-BEM coupling for dynamic soil-structure interaction

W.Schepers

A reduced interface component mode synthesis method using coarse meshes

M.Gibanica, T.J.S.Abrahamsson, D.J.Rixen

A finite element based method for estimating natural frequencies of locally damaged homogeneous beams

M.E.Ursos, E.A.Tingatinga, R.E.Longalong

Computational method for the dynamics of railway tracks on a non-uniform viscoelastic foundation

T.Hoang, D.Duhamel, G.Foret,J.-L.Pochet

Multi-objective sizing optimization of seismic-isolated reinforced concrete structures

L.Rizzian, N.Léger, M.Marchi

Approximating optimal coupling modes for component-based static condensation procedures and substructuring

K.Smetana, A.T.Patera, A.Buhr

Exploiting Spatial Sparsity in Vibration-based Damage Detection

C.Smith, E.Hernandez

Optimal design of sensor networks for damage detection

G.Capellari, E.Chatzi, S.Mariani, S.E.Azam

Development of virtual sensors to increase the sensitivity to damage

J.Kullaa

Computational Framework for Online Estimation of Fatigue Damage using Vibration Measurements from a Limited Number of Sensors

D.Giagopoulos, A.Arailopoulos, E.Chatzi, V.Der-timanis, C.Papadimitriou, K.Grompanopoulos

Sensitivity driven robust vibration-based damage diagnosis under uncertainty through hierarchical Bayes time-series representations

L.D.Avendaño Valencia, E.Chatzi

Experimental validation of a novel pseudo-modal approach for damage identification

E.Lofrano, A.Paciacconi, A.Paolone, F.Romeo

Uncertainty Bounds on Higher-Order FRFs from Gaussian Process NARX Models

K.Worden, W.Becker

Vibration--based damage detection for a population of nominally identical structures via Random Coefficient Gaussian Mixture AR model based methodology

K.Vamvoudakis-Stefanou, S.Fassois

Instability of an oscillator moving along a thin ring on a viscoelastic foundation

T.Lu, A.Metrikine

Dynamics and stability of slender structures carrying a moving load or mass

G.van der Heijden, X.Zhao

New semi-analytical solution for a moving mass problem: the effect of initial conditions and abrupt change in foundation stiffness

Z.Dimitrovová

Dynamic comparison of a railway catenary section upgrade by field measurement assessments

P.Nåvik, A.Rønnquist

Experimental and analytical dynamical study on elevating working platform

L.Solazzi

A decoupled numerical procedure for modelling soil interaction in the computation of the dynamic response of a rail track

F.Perotti, M.Tomasin, S.Alfi, A.Collina

Influence of motion parameters on incidence of resonant track rope vibrations in bi-cable ropeway system

M.Knawa-Hawryszkow

Influence of the crack between slab and CA mortar of CRTSII ballastless track on vibration characteristics of vehicle-track system

Q.Feng, H.Chao, X.Sheng, X.Lei

16.35

18.35

17.20

16.50

17.35

18.05

17.05

17.50

18.20


Parallel Sessions 16.35 - 18.35 Monday 11 September 2017

MS02.II

Advances in dynamical experimental techniques

Chairs: H. Yabuno, M. Kirchner

MS26.II

Performance-based design of dinamically excited structures

Chairs: A. Giaralis, P. Franchin

MS25.II

Energy sink and energy harvestingChairs: L. Caracoglia, A. Manevich

MS18.II

Traffic induced vibrations(road, railway, subway)Chairs: M. Brennan, T. Tatara

MS14.II

Structural health monitoringChairs: F. Magalhaes, B. Hazra

Compressive sensing-moving horizon estimator for distributed loads

M.Kirchner, J.Croes, F.Cosco,W.Desmet

Dynamic testing of an inflatable wrap-rib reflector antenna

J.Yu, J.Wei, H.Tan

Measurement of rotating beam vibration using optical (DIC) techniques

A.Yashar, N.Ferguson, M.Ghandchi Tehrani

Mass sensing using self-excited oscilla-tion in viscous environmentsy

N.Yanagisawa, H.Yabuno

Nonlinear dynamics of self-centring segmental composite rocking column

M.M.Kashani, A.Gonzalez-Buelga

Bending moments in a rc two-way transfer slab subjected to wall loads

A.Gómez-Bernal, E.Arellano-Méndez, H.Juárez-García

Prescriptive vs. performance-based design of a modular pipe-rack subjected to seismic hazards

A.de Luca di Roseto, A.Palmeri, A.Gibb

Linear Time-History Analysis for EC8 design of CBF structures

A.Di Cuia, L.Lombardi, F.De Luca, R.De Risi, S.Caprili, W.Salvatore

Behavior of reinforced concrete shear wall buildings subjected to large earth-quakes

D.Ugalde, D.Lopez-Garcia

Seismic risk assessment of rocking building contents in multistorey buildings

M.Fragiadakis, M.-E.Kolokytha, S.Diamantopoulos

Performance-based seismic design framework for RC floor diaphragms in dual systems

A.González, E.Spacone, R.Nascimbene

Performance-based seismic design of an innovative hcw system with shear links based on ida

R.Das, A.Zona, B.Vandoren, H.Degee

Seismic Performance Factors for Precast Buildings with Hybrid Beam-Column Connections

S.Can Girgin, I.Serkan Misir, S.Kahraman

FLuttering Energy Harvester for Auto-nomous Powering (FLEHAP): a synergy between Electromagnetic Coupling (EMc) and Dielectric Elastomers Generators (DEG)

G.Boccalero, S.Olivieri, C.Boragno, A.Mazzino

Experimental and Computational Investi-gation of Optimal Oscillating-Foil Power Generation in Constrained Flow

C.Hoke, F.Karakas, J.Young,I.Fenercioglu

Energy harvesting using porous piezoe-lectric beam with impacts

G.Martinez-Ayuso, M.I.Friswell, S.Adhikari, H.H.Khodaparast, C.Featherston

Oscillator with a pendulum-rotator: stationary synchronous regimes, stability, vibration mitigation

A.Manevich

Numerical investigations on the operatio-nal regimes of a torsional-flutter-based wind harvester

L.Caracoglia

Effect of uncertainties in the dynamical behavior of piezoelectric energy harvesters

R.Ruiz, V.Meruane

The environmental impact of the vibration induced by the passage of trains at various speeds

T.Tatara, K.Barbara

Piezoelectric vibration energy harvesting from airflow in HVAC (Heating Ventilation and Air Conditioning) systems

K.Gkoumas, F.Petrini, F.Bontempi

On the spectrum of rail vibration generated by a passing train

V.G.Cleante, M.J.Brennan, G.Gatti, D.J.Thompson

Good practices in railway vibration predi-ction using semi-empirical models

J.S.Bosquet, P.Huguene

Study on the Train-induced Environmental Vibrations Considering Soil-Structure Interaction

J.Yao, H.Xia, N.Zhang

Scoping methodology to asses induced vibration by railway traffic in buildings

D.López-Mendoza, A.Romero, P.Galvín, D.P.Connolly

Mitigation of vibrations and re-radiated noise in buildings generated by railway traffic: a parametric study

A.Colaço, P.Alves Costa, P.Amado-Mendes, L.Godinho, R.Calçada

Mitigation of railway induced ground vibration at the track, the transmission path through the soil and at the building

L.Auersch

Vibration-Based Multi-Site Damage Precise Localization via the Functional Model Based Method

C.Sakaris, J.Sakellariou, S.Fassois

Nonlinear elasticity in buildings: a prospective way to monitor structural health

A.Astorga, P.Gueguen, T.Kashima

Real time damage detection in structural systems using recursive principle component analysis and iterative damage indicators

B.Bhowmik, M.Krishnan, B.Hazra, V.Pakrashi

Challenging aspects in removing the influence of environmental factors on modal parameter estimates for SHM purposes

C.Rainieri, F.Magalhaes

Damage Detection in an Uncertaintain Nonlinear Beam

L.Gustavo, G.Villani, S.Da Silva,A.Cunha Jr

On the use of equivalent forces for structural health monitoring based on joint input-state estimation algorithms

E.-M.Lourens, D.Fallais

Application of modal flexibility-based deflections for damage diagnosis of a steel frame structure

G.Bernagozzi, C.E.Ventura, S.Allahdadian, Y.Kaya, L.Landi, P.P.Diotallevi

Parameter identification of time-depedent oscillatory systems

C.Ludwig, O.Junge, U.Wever

9.00

11.10

11.30

16.30

14.30

9.40

13.00

16.50

20.00


Programme overviewTuesday 12 September 2017

Intentional Utilization of Strong Nonlinearity in Structural DynamicsAlexander Vakakis, University of Illinois, Illinois, USAChair: F. Vestroni

Certainly Uncertain - The Charm of Fuzzy PredictionsMichael Hanss, University of Stuttgart, GermanyChair: C. Papadimitriou

Lunch

Coffee Break

Coffee Break

Conference Dinner @ Palazzo Brancaccio

MS03.IIINon-linear dynamics

Chairs: L. Manevitch, I. Kovacic

MS12.IIIVibration control and mitigation

Chairs: J. Rodellar, M. Basili

MS01.IIAdvances in computational dynamics of structures

Chairs: S. Natsavias, A. Da Silva

MS13.IIIDamage detection

Chairs: A. Miyamoto, L.V.Andersen

MS07.IUncertainty quantification and reliability analysis in structural dynamics and coupled systems

Chairs: C. Proppe, B. Faverjon

MS03.IVNon-linear dynamics

Chairs: A. Arena, D. Chelidze

MS12.IVVibration control and mitigation

Chairs: D. Wagg, A. Di Egidio

MS01.IIIAdvances in computational dynamics of structures

Chairs: D. Duhamel, G. Haller

MS13.IVDamage detection

Chairs: J. Ciambella, J. Baeza

MS07.IIUncertainty quantification and reliability analysis in structural dynamics and coupled systems

Chairs: M. Mignolet, A. Glisic

MS03.VNon-linear dynamics

Chairs: G. Rega, A. Steindl

MS12.VVibration control and mitigation

Chairs: C. Adam, B. Carboni

MS10.IDynamics of materials

Chairs: S. Lenci, J. Ciambella

MS20.IBridge dynamics

Chairs: I. Drygala, M. Brunetti

MS06Reliability, robustness and design of complex and dynamical engineering systems

Chairs: H. Jensen, M. Ghosn

MS03.VINon-linear dynamics

Chairs: W. Wedig, R. Iwankiewicz

MS12.VIVibration control and mitigation

Chairs: V. Settimi, C. Graczykowski

MS10.IIDynamics of materials

Chairs: R. Massabò, G. Bonnet

MS20.IIBridge dynamics

Chairs: C. Gentile, J. Conte

MS19.IHuman induced vibrations and vibration serviceability

Chairs: L. Bruno, F. Tubino

Room 01

9.00

11.10

11.30

16.30

14.30

9.40

13.00

16.50

20.00


Optimised ambient vibration testing of long span bridgesJames Brownjohn, University of Exeter, EnglandChair: A. Cunha

Lunch

Coffee Break

Coffee Break

Conference Dinner @ Palazzo Brancaccio

Programme overview Tuesday 12 September 2017

MS00.IGeneral Session on Dynamics, Stability and Structural Vibrations

Chairs: P. Person, I. Failla

MS09.IVibro-acoustics

Chairs: J. Antoni, G. Müller

MS18.IIITraffic induced vibrations (road, railway, subway)

Chairs: G. Degrande, G. Lombaert

MS04.ISystem identification

Chairs: E. Reynders,J. Macdonald

MS14.IIIStructural health monitoring

Chairs: B. Zima, A. Cunha

MS00.IIGeneral Session on Dynamics, Stability and Structural Vibrations

Chairs: G. Ruta, A. Pacitti

MS09.IIVibro-acousticsChairs: M. Brennan, M. Zhuchkova

MS18.IVTraffic induced vibrations (road, railway, subway)

Chairs: M. Tanabe, P. Persson

MS04.IISystem identification

Chairs: D. Bernal, K. Maes

MS14.IVStructural health monitoring

Chairs: A. Pau, L. Connolly

MS00.IIIGeneral Session on Dynamics, Stability and Structural Vibrations

Chairs: O. Giannini, S. M. Bauer

MS15.IDynamic soil-structure interaction

Chairs: D. Clouteau, F. Treyssede

MS22.IDynamics of wind energy plants

Chairs: C. Borri, W. G. Versteijlen

MS04.IIISystem identification

Chairs: M. Broggi, E. Reynders

MS14.VStructural health monitoring

Chairs: A. Nejad, S. Fassois

MS00.IVGeneral Session on Dynamics, Stability and Structural Vibrations

Chairs: F. Perotti, G. Buffi

MS15.IIDynamic soil-structure interaction

Chairs: J.F. Semblat, S. Nakai

MS22.IIDynamics of wind energy plants

Chairs: C. Baniotopoulos,M. Friehe

MS04.IVSystem identification

Chairs: R. Brincker, E. Lofrano

MS14.VIStructural health monitoringChairs: W. Weijtjens, P. Omenzetter

Cloister Room Room 33

9.40

11.10

10.25

9.55

10.40

10.10

10.55


Parallel Sessions 9.40 - 11.10Tuesday 12 September 2017

MS03.III

Non-linear dynamicsChairs: L. Manevitch, I. Kovacic

MS12.IIIVibration control and mitigation

Chairs: J. Rodellar, M. Basili

MS01.II


Chairs: S. Natsavias, A. Da Silva

MS13.III

Damage detectionChairs: A. Miyamoto, L. V. Andersen

MS07.I

Uncertainty quantification and reliability analysis in structural dynamics and coupled systems

Chairs: C. Proppe, B. Faverjon

Progressive locomotion of a chain of bodies in a resistant medium

F.Chernousko

Multi-body contact in non-linear dynamics of real mechanical systems

I.Atanasovska

An augmented Lagrangian formulation for the equations of motion of multibody systems subject to equality constraints

E.Paraskevopoulos, N.Potosakis,S.Natsiavas

Closed dynamical model of a double propeller HAWT

L.Klimina, E.Shalimova, M.Dosaev, R.Garziera

A substructure-based numerical technique and experimental analysis of turbine blades damping with under-platform friction dampers

N.Sazhenkov, I.Semenova, M.Nikhamkin, S.Semenov

A decentralized strategy of structural reconfiguration in mitigation of vibrations

B.Poplawski, G.Mikulowski, A.Mroz, K.Sekula, L.Jankowski

Including Inerters in Aircraft Landing Gear Shock Strut to Improve the Touch-down Performance

Y.Li, J.Zheng Jiang, P.Sartor, S.Neild, H.Wang

Use of Inerter-based Vibration Absorbers for Suppressing Multiple Cable Modes

J.Luo, J.Macdonald, J.Zheng Jiang

Performance of a dual-stage inerter-based vibration isolator

J.Yang, J.Z.Jiang, X.Zhu, H.Chen

Dynamic response of a viscously damped two adjacent degree of freedom system linked by inerter subjected to base harmonic excitation

M.Basili, M.De Angelis, D.Pietrosanti

In memoriam: Wilfried B. Kraetzig

(Cloister room)

Development of a non-destructive bell-tuning technique through optimized structural modification

M.Carvalho, V.Debut, J.Antunes

Model Order Reduction in Design of Parameterized Structures under Different Load Configurations

R.Rodríguez Sánchez, M.Buchschmid, G.Müller

Nonlinear Seismic Dam and Basin Analy-sis Using Explicit Newmark Integration Method with Static Condensation

U.Albostan, T.Bahçecioğlu, Y.Arıcı,Ö.Kurç

A modal udwadia-kalaba formulation for the vibro-impact modelling of conti-nuous flexible systems with intermittent contacts

J.Antunes, V.Debut, L.Borsoi, X.Delaune, P.Piteau

Dynamic computations of nonlinear beams in contact with rough surfaces

D.Duhamel, T.Dai Vu


(Cloister room)

The λ-Curves Method for crack identification in beams

J.Fernández-Sáez, A.Morassi, L.Rubio

Geometrically nonlinear free and forced vibrations of clamped-clamped functio-nally graded beam with discontinuities

M.Chajdi, El Bekkaye Merrimi, K.El Bikri

Effective filtering of modal curvatures for damage identification in beams

J.Ciambella, A.Pau, F.Vestroni

Integrated process of images and acceleration measurements for damage detection

F.Potenza, G.Castelli, V.Gattulli, E.Ottaviano

A perturbation scheme for damage indicators based on modal complexification

E.Lofrano, A.Paolone, G.Ruta, A.Taglioni


(Cloister room)

Uncertainty quantification for nonlinear reduced-order model elasto-acoustics computational model

E.Capiez-Lernout, C.Soize, R.Ohayon

Model uncertainties in computational viscoelastic linear structural dynamics

R.Capillon, C.Desceliers, C.Soize

Reduced Order Level Modeling of Structure-Based Uncertainty on Fluid Forces for the Dynamics of Nearly-Straight Pipes

S.Shah, M.Mignolet

Uncertainty quantification on a chemical poroelastic coupled problem: Mechanobiology of implant healing

D.Moukadiri, B.Faverjon, D.Dureisseix, N.Kessissoglou, P.Swider

The dynamics of coupled structures possessing inhomogeneous attachments

M.Souza, N.Ferguson

Nonlinear passive damping of the X-shaped structure

X.Jing

Assessment of the mainshock-aftershock collapse vulnerability of RC structures considering the infills in-plane and out-of-plane behavior

A.Furtado, H.Rodrigues, A.Arede, H.VarumBarbieri

9.40

11.10

10.25

9.55

10.40

10.10

10.55


Parallel Sessions 9.40 - 11.10 Tuesday 12 September 2017

MS00.I

General Session on Dynamics, Stability and Structural Vibrations

Chairs: P. Persson, I. Failla

MS09.I

Vibro-acousticsChairs: J. Antoni, G. Müller

MS18.III


Chairs: G. Degrande, G. Lombaert

MS04.I

System identificationChairs: E. Reynders, J. Macdonald

MS14.III

Structural health monitoringChairs: B. Zima, A. Cunha


(Cloister room)


(Cloister room)


(Cloister room)

Flooring-systems and their interaction with furniture and humans

C.Frier, L.Pedersen, L.Vabbersgaard Andersen, P.Persson

Using ambient vibration measurements to generate experimental floor response spectra and inter-storey drift curves of Reinforced Concrete (RC) buildings

A.Asgarian, G.McClure

Study on changes in dynamic characteristics of high-rise steel-framed buildings based on strong motion data

T.Kashima

Numerical evaluation of natural vibration frequencies of thermo-modernized apartment buildings subjected to mining tremors

K.Kuzniar, M.Zajac

On the fundamental period of vibration of flat-bottom ground-supported circular silos containing grain-like material

L.Pieraccini, M.Palermo, S.Silvestri,T.Trombetti

On the role of vibro-acoustics in leak detection for plastic water distribution pipes

M.Brennan, F.Almeida, F.K.de Lima, P.Ayala, D.Obata, A.Tabone Paschoalini, N.Kessissoglou, M.Karimi

On the signum function and its effect on acoustic correlation for leak location in buried plastic water pipes

F.Almeida, M.Brennan, A.Tabone Paschoalini, P.F.Joseph, Y.Gao

Acoustic energy transfer by friction induced vibrations

G.Lacerra, F.Massi, E.Chatelet, E.Moulin

Modelling of orthotropic plates out of cross laminated timber in the mid and high frequency range

C.Winter, M.Buchschmid, G.Müller

Power-based approach for assessment of structure-borne sound in mechanical networks of vehicle structures

R.Ullmann, S.Sicklinger, M.Buchschmid, G.Müller

Effects of Unsupported Railway Sleepers on Ground-Borne Vibrations

M.Esmaeili, J.-A.Zakeri, S.-A.Mosayebi

A laboratory test on the vibration mitigation efficiency of floating ladder tracks

M.Ma, B.Jiang, M.Li, X.Sun

Effect of track defects on vibration from high speed trains

A.M.Kaynia, J.Park, K.Norén-Cosgriff

Study on Dynamic Characteristics of a Curved Track Subjected to Harmonic Moving Loads

L.Du, W.Liu, W.Liu, L.Ma

Ground Vibration Characteristics of Ballested Ladder Track

T.Watanabe, M.Sogabe, H.Wakui, J.Shimabuku, M.Shoji

A track model for the prediction of ground-borne vibrations due to parame-tric excitation

M.Germonpré, G.Degrande, G.Lombaert

Uncertainty quantification of modal characteristics identified from frequency-domain stochastic subspace identification

E.Reynders, K.Maes

On minimizing the influence of the noise tail of correlation functions in operational modal analysis

M.Tarpø, P.Olsen, S.Amador, M.Juul, R.Brincker

A new developed modal parameter identification method based on empirical mode decomposition and Natural excitation technique

X.Song

State space model and its estimation for Operational Modal Analysis with non-white noise input

J.Cara, J.Juan, E.Alarcon

Guided wave propagation for assessment of adhesive bonding between steel and concrete

B.Zima, M.Rucka

Application study of embedded Rayleigh based Distributed Optical Fiber Sensors in Concrete beams

A.Barrias, J.R.Casas, S.Villalba

Damage detection in bolted lap joints using guided waves

R.Kędra, M.Rucka

Non-destructive structural integrity testing of finite plates based on the wave scattering at defects with sub-wavelength size

P.Becht, E.Deckers, C.Claeys, B.Pluymers, W.Desmet

Condition based decision using traffic-light concept applied to civil engineering buildings

P.Guéguen, A.Tiganescu

Characterization of Defects in Plates using Shear and Lamb Waves

D.Achillopoulou, A.Pau

11.30

13.00

12.15

11.45

12.30

12.00

12.45



MS03.IV

Non-linear dynamicsChairs: A. Arena, D. Chelidze

MS12.IV

Vibration control and mitigationChairs: D. Wagg, A. Di Egidio

MS01.III


Chairs: D. Duhamel, G. Haller

MS13.IV

Damage detectionChairs: J. Ciambella, J. Baeza

MS07.II

Uncertainty quantification and reliability analysis in structural dynamics and coupled systems

Chairs: M. Mignolet, A. Glisic

Limit Cycles in Vortex-Induced Vibra-tions: a Critical Analysis

F.Lupi, H.-J.Niemann, R.Hoeffer

Destabilizing damping effect on flat-plate vibrations due to flow-induced flutter

L.Pigolotti, C.Mannini, G.Bartoli

Stability and post-critical behavior of a two-degrees of freedom aero-elastic system in a cross flow

J.Naprstek, S.Pospisil

Nonlinear Dynamics and Bifurcations of a Spherical Multi-tethered Lighter-Than-Air System in Uniform Flow

L.Mi, O.Gottlieb

Multivariate analysis of vortex induced vibrations in a tensioned cylinder reveal nonlinear modal interactions

E.Gedikli, J.Dahl, D.Chelidze

Nonlinear behaviors of an acoustical resonator: theoretical and experimental evidences

E.Gourdon, V.A.Vargas, A.T.Savadkoohi

Proposing Structure-Immittance Functions for Passive Vibration Control

S.Ying Zhang, J.Zheng Jiang, S.Neild

Investigations on the Performance of a Novel Semi-active Tuned Liquid Column Damper

O.Altay, F.Nolteernsting, S.Stemmler, D.Abel, S.Klinkel

A new algorithm for semi-active control of mixed base isolation

D.-C.Vu, I.Politopoulos, S.Diop

Analytical, numerical and experimental studies on the Semi-Active Friction Tendon

H.Garrido, O.Curadelli, D.Ambrosini

Switch control of twin rotor damper for bridge vibration mitigation under different excitations

Y.Zhang, L.Li, X.Zhang

Dynamics and control of the GyroPTO wave energy point absorber under sea waves

Z.Zhang, S.R.K.Nielsen, B.Basu

Sensitivity analysis of dynamic cha-racteristics of composite beams with viscoelastic layers

M.Lasecka-Plura, R.Lewandowski

Time-domain analysis of viscoelastic systems

L.Rouleau, J.-F.Deü

Evaluation of behavior factors of steel moment-resisting frames using standard pushover method

B.Taïeb, Y.Djamel, B.Abdelhamid, F.Eric

Asymptotic analysis of free low-frequen-cy ring-stiffened shells vibrations

S.Filippov

Vibration transmission within built-up plate structures using dynamic stiffness method

W.Wu, H.Li, X.Yin

Spectral submanifolds: Theory and computation in models and experi-mentss

G.Haller

Vehicle-based health monitoring system for short and medium span bridges and damage detection sensitivity

A.Miyamoto, A.Yabe, E.Brühwiler

Damage detection in railway bridges using Machine Learning: application to a historic structure

E.Khouri Chalouhi, I.Gonzalez, C.Gentile, R.Karoumi

Statistical methods for damage detection applied to civil structures

S.Gres, M.D.Ulriksen, M.Döhler, R.Johansen, P.Andersen, L.Damkilde

Performance Assessment of Vibration Parameters as Damage Indicators for Bri-dge Structures under Ambient Excitation

J.J.Moughty, J.R.Casas

Evaluation of different monitoring techniques during damage infliction on structures

K.Alten, M.Ralbovsky, A.Vorwagner, H.Toplitzer, S.Wittmann

Damage detection in structures based on principal component analysis of forced harmonic responses

J.-C.Golinval

Sensitivity Analysis of Material and Load Parameters to Fatigue Stresses of an Offshore Wind Turbine Monopile Substructure

A.Glisic, P.Schaumann, M.Broggi, M.Beer

Quantification of non-homogeneous interval uncertainty based on scatter in modal properties

M.Faes, D.Moens

Uncertainty analysis of active and passi-ve structures in the design phase

S.Li, E.M.Slomski, T.Melz

Bayesian calibration of mechanical para-meters of high-speed train suspensions

D.Lebel, C.Soize, C.Fünfschilling, G.Perrin

Bayesian model updating of historic masonry towers through dynamic experimental data

G.Bartoli, M.Betti, L.Facchini, A.M.Marra, S.Monchetti

Energy-based collapse assessment of complex reinforced concrete structures with uncertainties

J.Li, H.Zhou

11.30

13.00

12.15

11.45

12.30

12.00

12.45



MS00.II


Chairs: G. Ruta, A. Pacitti

MS09.II

Vibro-acousticsChairs: M. Brennan, M. Zhuchkova

MS18.IV


Chairs: M. Tanabe, P. Persson

MS04.II

System identificationChairs: D. Bernal, K. Maes

MS14.IV

Structural health monitoringChairs: A. Pau, L. Connolly

A proposal for a membrane model for the small deformations of a spider orb-web

A.Morassi, A.Soler, R.Zaerac

Free vibration analysis of partially perfo-rated circular plates

K.-H.Jeong, M.-J.Jhung

A proposal for normalized impedance functions of inclined piles in non-homogeneous media

G.M.Álamo, A.E.Martínez-Castro, L.A.Padrón, J.J.Aznárez, R.Gallego, O.Maeso

Application of Non-classical Shells Theories for Free Vibration Analysis of Annular Plates

S.M.Bauer, E.B.Voronkova, A.L.Smirnov

Aplication of the dynamic stiffness method in the vibration analysis of stiffened composite plates

E.Damnjanović, M.Nefovska-Danilović, M.Petronijević, M.Marjanović

Uncertain Shock Response of double pinned beam with nonlinear interfaces

E.Menga, I.Romero, M.J.Sánchez Naranjo

Vibrations of a thin elastic plate floating atop a heavy density-stratified fluid

M.Zhuchkova

Vibro-acoustics of infinite and finite elastic fluid-filled cylindrical shells

L.S.Ledet, S.V.Sorokin

A 2.5D spectral approach to represent acoustic and elastic waveguides inte-raction on thin slab structures

A.R.Ordóñez, F.J.Cruz-Muñoz, P.G.Barrera

Study on low-frequency noise radiated from rail transit bridges using inverse boundary element method

X.Song, Q.Li, D.Wu

Environmental vibration reduction utilizing an array of mass scatterers

A.Peplow, L.Andersen, P.Bucinskas

On the use of magneto-rheological elastomers to suppress flexural vibration in beams

F.Almeida, M.Brennan, A.Tabone Paschoalini, V.Marques Dos Santos, F.Bellucci, A.E.Job

Measurements on the vehicle-track interaction and the excitation of railway-induced ground vibration

L.Auersch, S.Said, R.Müller

Analysis of ground-borne noise and vibration levels generated by buses

G.Coquel, C.Fillol, J.Le Nabat

A simple and efficient numerical model for dynamic interaction of high speed train and railway structure including derailment during an earthquake

M.Tanabe, K.Goto, T.Watanabe, M.Sogabe, H.Wakui, Y.Tanabe

Derailment Mechanism of Trains Running over Bridges During Strong Earthquakes

Q.Zeng, E.G.Dimitrakopoulos

Dynamic Response of Bridge-Expan-sion-Joints regarding a Measurement based Detection of Vehicle Weights considering random Vehicle Vibrations

R.Friedl, I.Mangerig

Analysis of T-bolts Abnormal Fracture of DTVII2 fastener Based on Metro Pass-by Dynamic Monitoring

W.Wenbin, W.Zongzhen, L.Li, D.Huaming

A data driven solution to synchronicity deviations in operational modal analysis

D.Bernal

Output-only identification of rigid body motions of floating structures: a case study

C.Ruzzo, G.Failla, M.Collu, V.Nava, V.Fiamma, F.Arena

Operational modal analysis on a lighthouse structure subjected to ice actions

T.Skjerve Nord, M.Bjerkås, E.M.Lourens, K.A.Kvåle, Ø.W.Petersen

Identification of frame models under unmeasured base motion: experimental validation

V.Sepe, C.Valente, L.Zuccarino, R.Siano, F.Iezzi

Dynamic stiffness identification of portal frame bridge-soil system using controlled dynamic testing

A.Zangeneh, C.Svedholm, C.Pacoste, A.Andersson, R.Karoumi

System Identification of Bogazici Suspension Bridge during Hanger Replacement

S.Soyoz, U.Dikmen, N.Apaydin, K.Kaynardag, E.Aytulun, O.Senkardesler, N.Catbas, H.Lus, E.Safak, M.Erdik

Estimation of track modulus over long distances using artificial neural networks

N.T.Do, S.Fallah Nafari, M.Gül

An effective method of signal processing in problems of low-frequency defecto-scopy

O.V.Bocharova, I.E.Andzjikovich, A.V.Sedov, V.V.Kalinchuk

Construction of a traffic volume estimation model using dynamic response features extracted from SHM data in a cable-stayed bridge

K.Wattana, M.Nishio

Validation of a Data-fusion Based Solution in view of the Real-Time Monitoring of Cable-Stayed Bridges

F.Casciati, S.Casciati, M.Vece, L.Faravelli

Bayesian Outlier Detection for Health Monitoring of Bridges

Y.Goi, C.-W.Kim

Temperature effects in long-term monitoring of bridges

T.Furtmüller, C.Adam

14.30

16.30

15.15

14.45

15.30

16.00

15.00

15.45

16.15



MS03.V

Non-linear dynamicsChairs: G. Rega, A. Steindl

MS12.V

Vibration control and mitigationChairs: C. Adam, B. Carboni

MS10.I

Dynamics of materialsChairs: S. Lenci, J. Ciambella

MS20.I

Bridge dynamicsChairs: I. Drygala, M. Brunetti

MS06

Reliability, robustness anddesign of complex and dynamical

engineering systemsChairs: H. Jensen, M. Ghosn

Non-holonomic dynamics of a ball moving inside a spherical cavity

J.Náprstek, C.Fischer

Nonlinear optical vibrations of single-walled carbon nanotubes

L.Manevitch, V.Smirnov, M.Strozzi, F.Pellicano

Study of the contribution of nonlinear normal modes (NNM) in large amplitude oscillations of simply supported beams

J.González Carbajal, J.Domínguez Abascal, D.Garcia Vallejo

Comparing the direct normal form method with the harmonic balance and method of multiple scales

T.Hill, S.Neild, D.Wagg

Dynamical analysis of different transmis-sion line cables

N.Barbieri, M.Calado, M.Mannala, K.Fonseca de Lima, G.de Sant’Anna Vitor Barbieri

Nonlinear dynamics of a parametric analytical model for beam-cable-beam structures

F.Potenza, M.Lepidi, U.Di Sabatino, V.Gattulli

Effects of modeling nonlinearity on the dynamics of pre-tensioned cable stayed masts

G.F.Giaccu

Nonlinear dynamic analysis of a 3D guyed mast

J.Ballaben, M.Rosales, S.Preidikman

Comparison of TMD designs for a slender footbridge subjected to human-induced vibrations accounting for structural and load uncertainties

K.Lievens, G.Lombaert, G.De Roeck, P.Van den Broeck

Application of eddy current damper tech-nology for passive tuned mass damper systems within footbridges

D.Saige, J.Engelhardt, S.Katz

Distributed multiple tuned mass dampers for wind response control of chimney with flexible foundation

S.Elias, V.Matsagar, T.K.Datta

Wind Tower Vibration Controlled by a Pendulum TMD using Genetic Optimiza-tion: Beam Modelling

G.Bertollucci Colherinhas, M.V.Girao De Morais, S.Moreira Ávila, M.A.Milfont Shzu

Application of a 240 ton dual- use tuned mass damper system

C.Meinhardt, N.Nikitas, D.Demetriou

Earthquake excited base-isolated structures protected by Tuned Liquid Column Dampers: design approach and experimental verification

C.Adam, A.Di Matteo, T.Furtmüller,A.Pirrotta

Control of adjacent buildings using shared tund mass damper

M.Abdeddaim, Z.Guenidi, A.Ounis, M.K.Shrimali, T.K.Datta

Optimum design of the tuned mass-dam-per-inerter for serviceability limit state performance in wind-excited tall buildings

F.Petrini, A.Giaralis

A systematic approach to derive dynamic equations for homogeneous and functio-nally graded micropolar plates

H.Abadikhah, P.Folkow

Low-frequency dispersion of elastic waves in strongly inhomogeneous three-layered plates

J.Kaplunov, D.Prikazchikov, L.Prikazchikova

High frequency reduced models for repetitive beams

A.Rallu, S.Hans, C.Boutin

Cut-off frequencies and correction factors of equivalent single layer theories

R.Massabò

Periodic homogenization of stiffened plates with inner resonances

P.Fossat, C.Boutin, M.Ichchou

Calculation of displacements and stresses in laminated glass beams under dynamic loadings using an effective young modulus

M.L.Aenlle, F.Pelayo, G.Ismael

Consequences of different definitions of bending curvature on nonlinear dynamics of beams

E.Babilio, S.Lenci

A theoretical and experimental evaluation of the modal properties of a cable-stayed footbridge

I.Drygala, J.Dulinska

Dynamics of the scissors-type Mobile Bridge

Y.Chikahiro, I.Ario, P.Pawłowski, C.Graczykowski, M.I.Nakazawa, J.Holnicki-Szulc, S.Ono

Estimation of the dynamic response in a slender suspension bridge using measured acceleration data

Ø.W.Petersen, O.Øiseth, E.-M.Lourens

Numerical evaluation of modal properties change of railway bridges during train passage

D.Cantero, A.Rønnquist

Assesment of an Old Steel Railway Bridge Using Dynamic Tests

T.Plachy, M.Polak, P.Ryjáček

Experimental results in damping evaluation of a high-speed railway bridge

K.Chawla, S.R.Chaudhuri

Dynamic monitoring and identification of a new cable-stayed bridge in Bari, Italy

D.Foti, S.Ivorra, F.Paparella, F.Javier Baeza

Investigation of the dynamic response and effect of soil properties of Arroyo Bracea II bridge in Madrid-Sevilla High-Speed railway line through experimental analyses

P.Galvín, E.Moliner, A.Romero, M.D.Martínez-Rodrigo

SMGDA: an Uncertainty Based Multi-objective Optimization Approach. Illustration to an Airplane Composite Material

Q.Mercier, F.Poirion, J.-A.Désidéri

An Efficient Dynamic Substructuring and Application to Reliability Analysis

H.Jensen, V.Araya

Assessment of optimal design methods of viscous dampers

D.Altieri, E.Tubaldi, E.Patelli, A.Dall’Asta

Reliability-based design optimization of reinforced concrete structures with elastomeric isolators

N.Léger, L.Rizzian, M.Marchi

Long-term stochastic extreme response analysis of floating bridges

F.-I.G.Giske, B.J.Leira, O.Øiseth

Meta-models for fatigue damage esti-mation of offshore wind turbines jacket substructures

S.Brandt, M.Broggi, J.Häfele, C.G.Gebhardt, R.Rolfes, M.Beer

Reliability-Based Dynamic Analysis of Progressive Collapse of Highway Bridges

M.Ghosn, F.Miao

Markov Chain Monte Carlo Simulation Methods for Structural Reliability Analysis

C.Proppe

14.30

16.30

15.15

14.45

15.30

16.00

15.00

15.45

16.15



MS00.III


Chairs: O. Giannini, S. M. Bauer

MS15.I

Dynamic soil-structure interactionChairs: D. Clouteau, F. Treyssede

MS22.I

Dynamics of wind energy plantsChairs: C. Borri, W. G. Versteijlen

MS04.III

System identificationChairs: M. Broggi, E. Reynders

MS14.V

Structural health monitoringChairs: A. Nejad, S. Fassois

A new set of equations of motion for constrained structures and a comparison of the effect of bilateral and unilateral constraints

S.Natsiavas, E.Paraskevopoulos

Nonlinear rocking of rigid blocks on flexible foundation: Analysis and Experiments

P.D.Spanos, A.Di Matteo, A.Pirrotta, M.Di Paola

Vibration and buckling of open TWBs with local weakening

G.Piana, A.Carpinteri, E.Lofrano, G.Ruta

Identification of low cycle dynamic loads acting on heavy machinery

D.Pietrusiak, P.Moczko, T.Smolnick, E.Rusinski

Analysis of dynamic instabilities in bridges under wind action through a simple friction-based mechanical model

D.De Domenico, I.Failla, G.Ricciardi

Unstable response of 2-DoF gyroscopic systems with stable eigenvalues

O.Giannini

A Surface Vibration-based Method for Tumor Detection of Women Breast in a DIET System

C.Zhou, G.Chase, H.Ismail, G.Rodgers, C.Pretty, M.Signal, M.Haggers

The relationship between psychomotor efficiency and selected personality traits of people exposed to noise and vibration stimuli

A.Kowalska-Koczwara, A.Korchut, W.Korchut, A.Romańska-Zapała, K.Stypuła

Computing the modal characteristics of structures considering soil-structure interaction effects

M.Papadopoulos, R.Van Beeumen, S.François, G.Degrande, G.Lombaert

Advantages and detriments of 1 Directio-nal – 3 Component wave propagation approach for soil-structure interaction modeling

R.Fares, M.P.Santisi d’Avila, A.Deschamps

Vibrations of Flexible Strip on Viscoelastic Halfspace

M.Radisic, M.Petronijevic, G.Mueller

Variation in models for simple dynamic structure–soil–structure interaction problems

L.Vabbersgaard Andersen, A.T.Peplow,P.Bucinskas, P.Persson, K.Persson

Effects of the Three-Dimensional Confi-guration of the Soil-Structure System on Building Responses to Wave Propagation

H.Nakagawa, S.Nakai, T.Kashima

On surface wave fields arising in soil-structure interaction problems

B.Erbas, N.Ege, J.Kaplunov, D.Prikazchikov, A.Chorozoglou

Computational Studies on Interactions between Legged Locomotion and Defor-mable Terrain

G.Wang, A.Riaz, B.Balachandran

Soil-structure interaction at railway bridges with integral abutments

H.Bigelow, D.Pak, B.Hoffmeister, M.Feldmann, G.Seidl, T.Petraschek

Strength demands of tall wind turbines subject to earthquakes and wind load

P.Martinez-Vazquez, M.Gkantou, C.Baniotopoulos

Multi-hazard response analysis of a 5MW offshore wind turbine

E.Katsanos, A.Arrospide, C.Georgakis, S.Thöns

The Influence of Soil-Structure-Inte-raction on the Fatigue Analysis in the Foundation Design of Onshore Wind Turbines

P.Michel, S.Klein, C.Butenweg, S.Klinkel

Observations on the influence of soil profile on the seismic bending moments of offshore wind turbine monopiles

J.Herrera, J.J.Aznárez, L.A.Padrón, O.Maeso

On the structural response of a tall hybrid onshore wind turbine tower

M.Gkantou, C.Baniotopoulos, P.Martinez-Vazquez

Coupled-Mode Flutter of Wind Turbines and its Suppression Using Torsional Viscous Damper

Z.Zhang, B.Chen, S.R.K.Nielsen

Comparison of hydrodynamic loading models for vertical cylinders in nonlinear waves

A.Mockute, E.Marino, C.Lugni, C.Borri

Structural and seismic monitoring of the “Cardarelli” Hospital in Campobasso

D.Gargaro, C.Rainieri, G.Fabbrocino

Finite element modeling for structural dynamic analysis of bolted joints under uncertainty

P.Langer, K.Sepahvand, C.Guist, S.Marbrug

Effective Stiffness Identification for Structural Health Monitoring of Reinfor-ced Concrete Buildings using Hysteresis Loop Analysis

C.Zhou, J.G.Chase, G.Rodgers, B.Huang, C.Xu

A substructure approach for fatigue assessment on wind turbine support structures using output-only measure-ments

K.Tatsis, V.Dertimanis, I.Abdallah,E.Chatzi

Crack localization in beams by frequency shifts due to roving mass with rotary inertia

F.Cannizzaro, J.De Los Rios, S.Caddemi, I.Caliò, S.Ilanko

Quasi-isospectral Sturm-Liouville operators and applications to system identification

A.Bilotta, A.Morassi, E.Turco

Experimental verification of optimal sensor placement for multi-setup modal testing

J.Zhang, K.Maes, G.De Roeck,E.Reynders, G.Lombaert

A Nonlinear Model Inversion Method for Joint System Parameter, Noise, and Input Identification of Civil Structures

H.Ebrahimian, R.Astroza, J.Conte, C.Papadimitriou

Structural health monitoring system of bridges

C.-C.Comisu, N.Taranu, G.Boaca,M.-C.Scutaru

Fatigue, Deterioration and System Analy-sis of the Boyne Viaduct

L.Connolly, A.O’Connor, C.Bowe

Ambient vibration tests at some buttress dams in Romania

A.Abdulamit, S.Demetriu, A.Aldea, C.Neagu, D.Gafto

Long-time monitoring of the G. Meazza stadium in a pattern recognition prospective

F.Lucà, A.Datteo, G.Busca, A.Cigada

Monitoring and testing of high power industrial fans vibration

E.Rusinski, J.Czmochowski, P.Moczko, D.Pietrusiak

Dynamic Monitoring System of Baixo Sabor arch dam: first 6 months of operation

S.Pereira, F.Magalhães, J.Gomes,Á.Cunha, J.Vieira de Lemos

Operational Modal Analysis based prediction of actual stress in an offshore structural model

M.Tarpø, B.Nabuco, A.Skafte, J.Kristoffersen, J.Vestermark, S.Amador, R.Brincker

Exploring the limits of the Truncated SPRT method for vibration--respon-se--only damage diagnosis in a lab--scale wind turbine jacket foundation structure

N.Spanos, J.Sakellariou, S.Fassois

Validated model based development of damage index for Structural Health Monitoring of offshore wind turbine support structures

S.Tewolde, R.Höffer, H.Haardt

16.50

18.50

17.35

17.05

17.50

18.20

17.20

18.05

18.35



MS03.VI

Non-linear dynamicsChairs: W. Wedig, R. Iwankiewicz

MS12.VI

Vibration control and mitigationChairs: V. Settimi, C. Graczykowski

MS10.II

Dynamics of materialsChairs: R. Massabò, G. Bonnet

MS20.II

Bridge dynamicsChairs: C. Gentile, J. Conte

MS19.I

Human induced vibrations and vibration serviceabilityChairs: L. Bruno, F. Tubino

From a chain of nonlinear oscillators to nonlinear longitudinal vibrations of an elastic rod: the case of pure nonlinearity

I.Kovacic, M.Zukovic

Geometrically nonlinear transverse vibration of Bernoulli-Euler beams carrying a finite number of masses and taking into account their rotatory inertia

A.Ahmed, B.Rhali

Evolutionary analysis of Fokker-Planck equation using multi-dimensional Finite Element Method

J.Naprstek, R.Kral

Nonlinear vibrations of a cable system with a tuned mass damper under deterministic and stochastic base excitation

S.Kaczmarczyk, R.Iwankiewicz

Lyapunov Exponents and Rotation Num-bers in Rotor and Vehicle Dynamics

W.Wedig

Higher-order moments of eigenvalue and eigenvector distributions for the nonlinear stochastic dynamics of cable networks

G.F.Giaccu, L.Caracoglia, B.Barbiellini

Experiments and numerical simulations of nonlinear vibrations of a beam with non-ideal boundary conditions and uncertainties

T.Roncen, J.-J.Sinou, J.-P.Lambelin

LMI-based design of distributed energy-dissipation systems for vibration control of large multi-story structures

F.Palacios-Quiñonero, J.Rubió-Massegú, J.M.Rossell, H.R.Karimi

Payload oscillations control in harbor cranes via semi-active vibration absorbers: modeling, simulations and experimental results

A.Arena, W.Lacarbonara, A.Casalotti

Structural disconnection as a general technique to improve the dynamic and seismic response of structures: a basic model

C.Fabrizio, A.M.de Leo, A.Di Egidio

Approximate complex eigensolution of proportionally damped linear systems supplemented with a passive damper

S.Hračov, J.Náprstek

Robust Simultaneous Optimization of Friction Dampers for the Passive Vibration Control in a Colombian Building

S.P.Ontiveros-Pérez, L.Fleck Fadel Miguel, L.Fleck Fadel Miguel

Use of flat-type multilayer rubber-metal package for vibration mitigation

S.Polukoshko

Revealing nonlinear dynamical behaviour of laminated glass

S.Lenci, L.Consolini, F.Clementi

Dynamic response of equivalent orthotropic plate model for stiffened plate: numerical-experimental assessment

G.Battaglia, A.Di Matteo, G.Micale, A.Pirrotta

Numerical modeling of the microstructure of ceramic-metallic materials

D.Pyka, J.Pach, A.Kurzawa, K.Jamroziak, M.Bocian

Inner resonance in fiber-matrix composi-tes with homogeneous cylindrical fibers

G.Bonnet, V.Monchiet

Asymptotic approximation of the band structure for tetrachiral metamaterials

M.Lepidi, A.Bacigalupo

Dynamics and wave dispersion of strongly heterogeneous fluid saturated porous media

E.Rohan, V.-H.Nguyen, S.Naili

Determining periodic orbits via nonlinear filtering and recurrence spectra in the presence of noise

S.Oberst, S.Marburg, N.Hoffmann

Dynamic properties and seismic vulnerability of typical bridges

J.M.Jara, B.A.Olmos, G.Martínez

A Fast Computational Framework for Seismic Random Response of Multi-support Structures

X.T.Du, H.Xia, H.Qiao

Seismic Resilience of Concrete Bridges with Flared Columns

F.Soleimani, S.Mangalathu, R.Desroches

Near-Fault and Far-Fault Ground Motion Effects on Cable-Supported Bridges

K.Soyluk, H.Karaca

Characterization of radial and circumferential mechanical energy components in bi-directional nonlinear seismic response of steel bridge piers

Y.Liu, A.Igarashi

Investigation of the Effect of Directivity Pulses on the Seismic Response of a Curved RC Bridge

V.Angelidakis, V.Kardoutsou, I.Psycharis, I.Taflampas

Effect of Spatial Variability of Earthquakes on Cable-Stayed Bridges

E.Efthymiou, A.Camara

Nonlinear FE model updating of seismic isolated bridge instrumented during the 2010 Mw 8.8 Maule-Chile Megathrust Earthquake

Y.Li, R.Astroza, J.Conte, P.Soto

Inverse identification of the pedestrian characteristics governing human-structure interaction

K.Van Nimmen, P.Van den Broeck, G.Lombaert

Realistic simulation of a random pedestrian flow

M.Kasperski

Numerical investigation of a simple model of human jumping on an oscillating structure

N.Alexander, J.Macdonald, A.Champneys

Damping induced by bobbing or jumping persons

B.Czwikla, M.Kasperski

Damping induced by walking and running

M.Kasperski, P.Heinemann

Biodynamic Modelling of Human Rhyth-mic Activities

C.Gaspar, E.Caetano, C.Moutinho, J.G.Santos Da Silva

Experimental Investigation on Synchronization of Bouncing Crowd

H.Tan, J.Chen

Vibration analysis using mobile devices (smartphones or tablets)

A.Feldbusch, H.Sadegh-Azar, P.Agne

Mathematical Modelling of Adaptive Skeletal Structures for Impact Absorption and Vibration Damping

C.Graczykowski, P.Pawłowski

16.50

18.50

17.35

17.05

17.50

18.20

17.20

18.05

18.35



MS00.IV


Chairs: F. Perotti, G. Buffi

MS15.II

Dynamic soil-structure interactionChairs: J.F. Semblat, S. Nakai

MS22.II

Dynamics of wind energy plantsChairs: C. Baniotopoulos, M. Friehe

MS04.IV

System identificationChairs: R. Brincker, E. Lofrano

MS14.VI

Structural health monitoringChairs: W. Weijtjens, P. Omenzetter

Dynamic properties of Byblos buildings considering soil structure interaction

N.Makhoul, J.Harb

Dynamic response due to cable rupture in a transmission lines guyed towers

T.Carlos, J.Kaminski Jr.

Dynamic analysis of concrete arch-gravity dams: the case of Ridracoli

G.Buffi, N.Cavalagli, L.De Lorenzis, V.Gusella, P.Manciola, M.Mezzi, W.Niemeier, C.Tamagnini, A.Gambi

Evaluation of dynamic characteristics in a transmission line latticed steel tower

A.de Souza Pippi, J.Kaminski Jr., M.A.Silva Pinheiro

Effect of periodic pile row in subway vibration Isolation

S.Zhang, W.Wang, Z.Wu, Y.Dai, Y.Li, H.Dai

A parametric study on the structural damping of suspended cables

F.Foti, L.Martinelli, F.Perotti

Fluid dynamic interaction between train and noise barriers on High-Speed-Lines

A.Vittozzi, G.Silvestri, L.Genca, M.Basili

Dynamin finite element model for the impact of a wheel on a rail joint

S.H.Mai, A.Gravouil

Implementation of the consistent lum-ped-parameter model for the computation of the seismic response of nonlinear piled structures

F.González, L.A.Padrón, J.J.Aznárez, O.Maeso

FE/PML numerical schemes for dynamic soil-structure interaction and seismic wave propagation analysis

I.-K.Fontara, W.Schepers, S.A.Savidis, F.Rackwitz

Investigation of the earthquake ground motion coherence in heterogeneous non-linear soil deposits

F.Gatti, L.De Carvalho Paludo, A.Svay, F.Lopez-Caballero, R.Cottereau

The different response of apparently identical structures: a far-field lesson from the mirandola 20th may 2012 earthquake

S.Castellaro

Effect of geological irregularity on the damage of pile foundations during an earthquake

S.Nakai, H.Nakagawa

2-Phase dynamic simulation of deep vibration compaction to reduce liquefaction

S.S.Nagula, J.Grabe

Application of mine-induced free-field and building foundation vibrations for evaluation of their harmfulness using mining scales

K.Kuzniar, T.Tatara

Wind Tunnel testing of small Vertical-Axis Wind Turbines in urban areas

A.Carbo Molina, G.Bartoli, T.De Troyer

Structural health monitoring strategies based on the estimation of modal parameters

E.Di Lorenzo, S.Manzato, B.Peeters, F.Marulo, W.Desmet

New Lattice-Tubular Tower for Onshore WEC – Part 1: Structural Optimization

S.Jovašević, M.R.Shah Mohammadi, C.Rebelo, M.Pavlović, M.Veljković

Coupling effects on the dynamic re-sponse of moored floating platforms for offshore wind energy plants

A.Giusti, G.Stabile, E.Marino, C.Borri

Effective stiffness method for rigid monopile foundations of offshore wind turbines and in-situ validation

W.G.Versteijlen, A.Metrikine, K.van Dalen

Optimization of wind turbine towers by using a multivariate stochastic calculation method

M.Friehe, R.Fontecha, F.Kemper

Flutter control of wind turbine blades by means of a eddy current damper

B.Chen, X.Hua, Z.Zhang, S.R.K.Nielsen, B.Basu

Identification of Structural Stiffness parameters via Wavelet Packet from Seismic Response

W.-C.Su, C.-S.Huang

Smartphone data streams for bridge health monitoring

T.Matarazzo, M.Vazifeh, S.Pakzad, P.Santi, C.Ratti

Bayesian Optimal Experimental Design for Parameter Estimation and Response Predictions in Complex Dynamical Systems

C.Papadimitriou, C.Argyris

Online Bayesian Identification of Non-Smooth Systems

M.Chatzis, E.Chatzi

Identifying a stochastic process related to the stiffness in a voice production mechanical model

E.Cataldo, C.Soize

Information Fusion of Different Modes for an Efficient Bayesian Damage Detection Methodology

K.Prajapat, S.Ray Chaudhuri

Model updating strategy of the DLR-AIR-MOD test structure

E.Patelli, M.Broggi, Y.Govers, J.Mottershead

Approximate Bayesian Computation by Subset Simulation for Model Selection in Dynamical Systems

M.K.Vakilzadeh, J.L.Beck,T.J.S.Abrahamsson

Vibration based structural health monitoring of the substructures of five offshore wind turbines

W.Weijtjens, T.Verbelen, N.Noppe, C.Devriendt

On model-based system approach for health monitoring of drivetrains in floating wind turbines

A.Nejad, T.Moan

Modal identification of a wind turbine blade

D.Cardim, S.Avila, M.Shzu, L.Castro, M.V.Girao De Morais

Fuzzy finite element model updating of a laboratory wind turbine blade for structural modification detection

H.Turnbull, P.Omenzetter

Wind turbine vibration based SHM system: influence of the sensors layout and noise

J.Pacheco, G.Oliveira, F.Magalhães, Á.Cunha, E.Caetano

Damage localization in offshore structures using shaped inputs

M.D.Ulriksen, D.Bernal, M.E.Nielsen, L.Damkilde

System identification of hystory mexican masonry bridges

B.A.Olmos, J.M.Jara, G.Martínez

Time-frequency domain identification of modal parameters in complex masonry structures under ambient vibrations

M.A.Marmolejo, J.Marulanda, G.Miraglia, P.Thomson, R.Ceravolo

Fatigue assessment of a wind turbine bla-de when output from multiple aero-elastic simulators are available

I.Abdallah, E.Chatzi, K.Tatsis

9.00

11.10

9.40

13.00

16.30

11.30

14.30


Programme overviewWednesday 13 September 2017

Understanding the Dynamics of Multi-Degree-of-Freedom Nonlinear Systems Using Backbone CurvesDavid Wagg, University of Sheffield, EnglandChair: G. Rega

Acoustic Black Holes for Flexural Waves: A SmartApproach to Vibration DampingVictor Krylov, Loughborough University, EnglandChair: M. Brennan

Lunch

Coffee Break

Closing Session

MS03.VIINon-linear dynamics

Chairs: F. Chernousko,W. Lacarbonara

MS24.IDynamic testing and monitoring of historic structures

Chairs: C. Gentile, F. Potenza

MS10.IIIDynamics of materials

Chairs: P. Nardinocchi, M. Porfiri

MS20.IIIBridge dynamics

Chairs: C. Somaschini, T. Mazilu

MS19.IIHuman induced vibrations and vibration serviceability

Chairs: A. Pavic, M.G. Mulas

MS03.VIIINon-linear dynamics

Chairs: A. Carcaterra, T. Filippova

MS24.IIDynamic testing and monitoring of historic structures

Chairs: J. Baeza, C. Pepi

MS08.IFluid-structures interaction

Chairs: G. Ricciardi, S. Sarkar

MS20.IVBridge dynamics

Chairs: P. Fitzgerald, O. H. Moe

MS19.IIIHuman induced vibrations and vibration serviceability

Chairs: F. Venuti, J. Macdonald

MS03.IXNon-linear dynamicsChairs: M. Papadrakakis, G. Bartoli

MS24.IIIDynamic testing and monitoring of historic structures

Chairs: D. Brigante, F. Ubertini

MS08.IIFluid-structures interactionChairs: M. Nielsen, D. Siringoringo

MS19.IVHuman induced vibrations and vibration serviceabilityChairs: F. Tubino, P. Van den Broeck

Room 01

9.00

11.10

9.40

13.00

16.30

11.30

14.30


Lunch

Coffee Break

Closing Session

Sparse and Low-rank Methods for Structural Identificationand monitoringSatish Nagarajaiah, Rice University, Texas, USAChair: G. De Roeck

Programme overview Wednesday 13 September 2017

MS00.VGeneral Session on Dynamics, Stability and Structural Vibrations

Chairs: F. Mollaioli, M. Papadrakakis

MS15.IIIDynamic soil-structure interactionChairs: M. C. Capatti, G. Degrande

MS11.IWaves in solids

Chairs: F. Lanza di Scalea,N. Kolkovska

MS04.VSystem identification

Chairs: R. Santoro, V. Sepe

MS14.VIIStructural health monitoring

Chairs: C. Leyder, E. M. Tronci

MS00.VIGeneral Session on Dynamics, Stability and Structural Vibrations

Chairs: M. Fagella, N. Chouw

MS21.IWind induced vibrations of slender structures

Chairs: G. Solari, A. Fenerci

MS11.IIWaves in solidsChairs: A. Castellano, A. Samsonov

MS05.IRecent advances in stochastic structural dynamics

Chairs: A. Pirrotta, M. Hanss

MS16.IBlast and impact loads

Chairs: X. Wu, J. Amdahl

MS00.VIIGeneral Session on Dynamics, Stability and Structural Vibrations

Chairs: A. Lucchini, F. Petrini

MS21.IIWind induced vibrations of slender structures

Chairs: L. Martinelli, B. Siedziako

MS05.IIRecent advances in stochastic structural dynamics

Chairs: T. Alderucci, H. Waubke

MS16.IIBlast and impact loads

Chairs: T. Zircher, Q. Li

Cloister Room Room 33

9.40

11.10

10.25

9.55

10.40

10.10

10.55


Parallel Sessions 9.40 - 11.10Wednesday 13 September 2017

MS03.VII

Non-linear dynamicsChairs: F. Chernousko, W. Lacarbonara

MS24.I

Dynamic testing andmonitoring of historic structures

Chairs: C. Gentile, F. Potenza

MS10.III

Dynamics of materialsChairs: P. Nardinocchi, M. Porfiri

MS20.III

Bridge dynamicsChairs: C. Somaschini, T. Mazilu

MS19.II

Human induced vibrations and vibration serviceability

Chairs: A. Pavic, M.G. Mulas

Estimation Problems for Uncertain Nonlinear Dynamical Systems with Ellipsoidal State Constraints

T.Filippova

Model reduction and optimal control for an electomechanical structure with viscoelastic links

G.Kostin, V.Saurin

Necessary and sufficient conditions of existence of periodical motions in the model of a hinge mechanism in a flowT

L.Klimina, B.Lokshin, Y.Selyutskiy

Analysis purely harmonic vibrations in non-linear dynamic systems on the example of the non-linear degenerate system

M.Bocian, K.Jamroziak, M.Kosobudzki, M.Kulisiewicz

Wide-sense robust and stable in the large adaptive terminal control for van der pol dynamics: poincaré-approach-based backstepping method

M.Sparavalo

Operational modal analysis for the characterization of ancient water towers in Pompeii

F.Lorenzoni, M.R.Valluzzi, M.Salvalaggio, A.Minello, C.Modena

Numerical and experimental analysis of the leaning Tower of Pisa under earthquake

G.Fiorentino, R.Bartelletti, G.Carlucci, G.Della Monica, G.Lanzo, D.Lavorato, G.C.Marano, G.Monti, A.Pagliaroli, M.Piersanti, G.Quaranta, C.Nuti, F.Sabetta, N.Squeglia

Dynamic identification and condition assessment of an old masonry chimney by using modal testing

R.Sancibrian, I.Lombillo, E.Sarabia, Y.Boffill, H.Wong, L.Villegas

Modal testing of offshore rock lighthouses around the British Isles

J.Brownjohn, A.Raby, J.Bassitt, E.Hudson, A.Antonini

Static and dynamic monitoring of a Cultural Heritage bell-tower in Monza, Italy

A.Saisi, C.Gentile, A.Ruccolo

Detecting earthquake-induced damage in historic masonry towers using continuously monitored dynamic response-only data

N.Cavalagli, G.Comanducci, C.Gentile, M.Guidobaldi, A.Saisi, F.Ubertini

In memoriam: Ali H. Nayfeh

(Room 1)

Time history response analysis using extended Rayleigh damping model

N.Nakamura

The experimental determination of bifur-cational components of a friction

K.Nuzhdin, V.Musalimov

Dynamics of hydrogel structures

M.Curatolo, P.Nardinocchi, L.Teresi

Quantifying rate-dependence of hysteretic systems

T.Kalmár-Nagy, D.Bernardini, B.Carboni, W.Lacarbonara

Analysis of hydroelastic slamming of flexible structures: modeling and experiments

A.Shams, S.Zhao, M.Porfiri


(Room 1)


(Room 1)

Experimental research on the dynamic responses of the steel-concrete composite beams under the harmonic forces

Y.Zhang, H.Liu, Y.Li, Y.Zhang, B.Liu

Dynamic simulation and critical assessment of a composite bridge in high-speed railway

K.Matsuoka, A.Collina, S.Masamichi

Experimental analysis of a composite bridge under high-speed train passages

C.Somaschini, K.Matsuoka, A.Collina

Dynamic Response of an FRP Footbridge Due to Pedestrians and Train Buffeting

J.Russell, X.Wei, S.Zivanovic, C.Kruger

Performance of steel-laminated rubber bearings subjected to variable axial loads and levels of shear strains

K.Kalfas, S.Mitoulis

Investigation of dynamic interaction between walking people and lightweight floor structures

A.S.Mohamme, A.Pavic

Active vibration control of lightweight floor systems

J.Baader, M.Fontana

Design of highly sensitive floors for human induced vibrations

M.Friehe, C.Heinemeyer, F.Markus

Duality between time and frequency domains for vibration serviceability analysis of floor structures

A.Al-Anbaki, A.Pavic

An Experimental and Numerical Study Focused on Spectators’ Behaviour and Induced Vibrations of a Reinforced Con-crete Grandstand on a Football Stadium

T.Plachy, M.Polak, M.Verner

On random spatial distribution of active crowds on grandstands and their effects on dynamic response

O.Rokos, J.Maca

9.40

11.10

10.25

9.55

10.40

10.10

10.55


Parallel Sessions 9.40 - 11.10 Wednesday 13 September 2017

MS00.V


Chairs: F. Mollaioli, M. Papadrakakis

MS15.III

Dynamic soil-structure interactionChairs: M. C. Capatti, G. Degrande

MS11.I

Waves in solidsChairs: F. Lanza di Scalea, N. Kolkovska

MS04.V

System identificationChairs: R. Santoro, V. Sepe

MS14.VII

Structural health monitoringChairs: C. Leyder, E. M. Tronci


(Room 1)


(Room 1)

Preventing of earthquake-induced pounding between steel structures by using polymer elements – experimental study

B.Sołtysik, T.Falborski, R.Jankowski

The submodel analysis of a steel pipeline under a seismic shock

P.Boron, J.Dulinska

A Study on Fragility Analyses of Masonry Buildings in Erzincan (Turkey) Utilizing Simulated and Real Ground Motion Records

S.Karimzadeh, K.Kadas, A.Askan, M.A.Erberik, A.Yakut

Energy-based response of simple structural systems by using simulated ground motions

V.Ozsarac, S.Karimzadeh, M.A.Erberik, A.Askan

Seismic Design Evaluation of Reinforced Concrete Buildings for Near-Source Earthquakes by Using Nonlinear Time History Analyses

M.Hosseini, B.Hashemi, Z.Safi

Nonlinear Response of Bridge Piers on Inclined Pile Groups: the Role of Rocking Foundation Input Motion

S.Carbonari, M.Morici, F.Dezi, G.Leoni

The Effect of Stress Wave Dispersion on the Drivability Analysis of Large-Diameter Monopiles

P.Meijers, A.Tsouvala, A.Metrikine

A practical soil-structure interaction model for a wind turbine subjected to seismic loads and emergency shutdown

F.Taddei, M.Schauer, M.L.Meinerzhagen

Micropile foundation subjected to dyna-mic lateral loading

M.C.Capatti, F.Dezi, D.Roia, S.Carbonari

Quantifying dynamic soil-structure interaction for railway induced vibrations

K.Kuo, G.Lombaert, G.Degrande

Impedance functions of shallow foun-dations for design of infrastructure for high-speed railways

J.L.Östlund, A.Andersson, M.Ülker-Kaustell

A numerical method for the scattering by defects in axisymmetrical open elastic waveguides

M.Gallezot, F.Treyssède, L.Laguerre

Scattering of bulk strain solitary waves in bi-layers with delamination

K.Khusnutdinova, M.Tranter

Detection of major impact damage to composite aerospace structures by ultrasonic guided waves and statistical signal processing

M.Capriotti, E.Kim, F.Lanza di Scalea, H.Kim

Some advancements in the ultrasonic evaluation of initial stress states by the analysis of the acoustoelastic effect

A.Castellano, A.Fraddosio, S.Marzano, M.D.Piccioni

A Match Coefficient Approach for Damage Imaging in Structural Components by Ultrasonic Synthetic Aperture Focus

F.Lanza di Scalea, S.Sternini, A.Quattrocchi, R.Montanini, A.Pau

Identification of Modal Parameters based on Moving Load Excitation

Yi Liu, J.Macdonald, D.Di Maio

Modal Density Influence on Modal Complexity Quantification in Dynamic Systems

F.Iezzi, C.Valente

Laboratory evaluation of a fully automatic modal identification algorithm using automatic hierarchical clustering approach

G.Zonno, R.Aguilar, B.Castañeda, R.Boroschek, P.B.Lourenço

Optimal Input Location for Modal Identification

D.Jana, K.Prajapat, S.Mukhopadhyay, S.Ray Chaudhuri

Robust strategy for the excitating force identification

J.Pons, J.Laborde, L.Jezequel

Force identification using correlated noise models

R.Bayya

Vibration Analysis of the Civic Tower in Rieti

E.M.Tronci, M.De Angelis, D.Pietrosanti, G.Cordisco

Vibration-based model updating of a timber frame structure

C.Leyder, E.Chatzi, A.Frangi

One-year monitoring of a reinforced concrete school building: Evolution of dynamic behavior during retrofitting works

A.Pierdicca, F.Clementi, P.A.Mezzapelle, A.Fortunati, S.Lenci

Structural health assessment of a R/C building in the coastal area of Concepción, Chile

C.Oyarzo-Vera, J.J.Olivera-Lopez, L.Vergara

Automated Operational Modal Analysis of an arch bridge considering the influence of the parametric methods inputs

G.Marrongelli, F.Magalhães, Á.Cunha

Dynamic Behaviour of a Retrofitted School Building Subjected to the After-Shock Sequence of the 2016 Central Italy Earthquake

F.Gara, M.Regni, S.Carbonari, A.Balducci and L.Dezi

11.30

13.00

12.15

11.45

12.30

12.00

12.45



MS03.VIII

Non-linear dynamicsChairs: A. Carcaterra, T. Filippova

MS24.II


Chairs: J. Baeza, C. Pepi

MS08.I

Fluid-structures interactionChairs: G. Ricciardi, S. Sarkar

MS20.IV

Bridge dynamicsChairs: P. Fitzgerald, O. H. Moe

MS19.III


Chairs: F. Venuti, J. Macdonald

New Theory for the Low Frequencies Non Linear Acoustic Radiation of Clamped-Clamped Beams At Large Vibrations Amplitudes

H.Moulay Abdelal, R.Benamar

Nonlinear vibrations of symmetric cross-ply laminates via thermomechanically coupled reduced order models

E.Saetta, V.Settimi, G.Rega

Thermal Behavior Analysis at Large Free Vibration Amplitudes of Thin Annular FGM Plates with Porosities

L.Boutahar

Nonlinear vibrations of imperfect fluid-filled viscoelastic cylindrical shells

Z.Del Prado, M.Amabili, P.Gonçalves

A Piecewise Models of Intracranial Pressure Dynamics

D.Evans, C.Drapaca, J.P.Cusumano

Twin-waves propagation phenomena in magnetically-coupled structures

F.Mezzani, F.Coppo, S.Pensalfini, N.Roveri, A.Carcaterra

Issues on the modal characterization of large monumental structures with complex dynamic interactions

R.Ceravolo, G.De Lucia, M.L.Pecorelli

A novel natural frequency-based technique to detect structural changes using computational intelligence

R.P.Finotti, F.S.Barbosa, A.A.Cury, C.Gentile

Dynamic characterization of the Eiffel tower

S.Castellaro, L.Perricone, M.Bartolomei, S.Isani

The role of the Modal Assurance Criterion in the interpretation and validation of models for seismic analysis of architectural complexes

D.Brigante, C.Rainier, G.Fabbrocino

Shaking table test of scaled model of Protiron dry stone masonry structure

Z.Nikolic, L.Krstevska, M.Pavao, H.Smoljanovic

Nonlinear finite element analysis of an elastic structure loaded by hydrostatic following forces

C.Hoareau, J.-F.Deü

Dynamical nonlinear modelling of a pressurised water reactor fuel assembly subjected to an axial flow

G.Ricciardi

Transient calculation of pressure waves in a well induced by tubular expansion

W.Assaad, H.Pasaribu, D.Zijsling, K.van Dalen, A.Metrikine

Polymeric flexible plate in the wake of a bluff body for energy harvesting

E.Binyet, J.Chang, C.-Y.Huang

A study of response dynamics of a freely vibrating circular cylinder

M.S.Aswathy, S.Sarkar

Competition between turbulence and fluid-elastic forces in the response of a loosely supported tube under cross-flow

L.Borsoi, P.Piteau, X.Delaune, J.Antunes

Vibration analysis of short skew bridges due to railway traffic using analytical and simplified models

K.Nguyen Gia, J.M.Goicolea Ruigomez

Bridge weigh in motion using a moving force identification algorithm

P.Fitzgerald, E.Sevillano, E.Obrien, A.Malekjafarian

Modeling of a bridge pier subjected to scour

N.Boujia, F.Schmidt, D.Siegert,D.Pham-Van-Bang, C.Chevalier

Dynamic properties variation by irregular superstructure and substructure common bridges

M.C.Gómez Soberón, J.M.Gómez Soberón

The simulation of the influence of surface irregularities in road pavements on the response of the bridge to moving vehicle

J.Kortiš, Ľ.Daniel, M.Ďuratný

Analysis of tether anchored floating suspension bridge subjected to extreme environmental loads

O.H.Moe, K.Aas-Jakobsen, J.Amdahl

Development of a human-structure dynamic interaction model for human sway for use in permanent grandstand design

V.Vasilatou, R.Harrison, N.Nikitas

Investigation of behaviour of metal structures with polymer dampers under dynamic loads

N.Lasowicz, R.Jankowski

Modelling framework of pedestrian-footbridge interaction in vertical direction

F.Venuti, V.Racic, A.Corbetta

Influence of visual information on pedestrian actions on laterally oscillating structures – experimental study using virtual reality environments

M.Bocian, J.Macdonald, J.Burn

A MSD model for coupled analysis of pedestrian-footbridge dynamic interaction

E.Lai, M.G.Mulas

Human-structure interaction in pedestrian bridges: a probabilistic approach

F.Tubino

11.30

13.00

12.15

11.45

12.30

12.00

12.45



MS00.VI


Chairs: M. Fagella, N. Chouw

MS21.I

Wind induced vibrationsof slender structures

Chairs: G. Solari, A. Fenerci

MS11.II

Waves in solidsChairs: A. Castellano, A. Samsonov

MS05.I

Recent advances in stochastic structural dynamics

Chairs: A. Pirrotta, M. Hanss

MS16.I

Blast and impact loadsChairs: X. Wu, J. Amdahl

Soil-structure interaction effects on the seismic performances of reinforced concrete moment resisting frames

R.Tomeo, A.Bilotta, D.Pitilakis, E.Nigro

Influence of base plate bending stiffness on the seismic performance of storage tanks

D.Hernandez, T.Larkin, N.Chouw

The effect of earthquake site-source distance on dynamic response of concrete elevated water tanks

H.Alemzadeh, H.Shakib

Seismic Assessment of Masonry Towers by Means of Nonlinear Static Procedures

R.Shehu, G.Milani, M.Valente

Mohr Circle-based Graphical Vibration Analysis and Earthquake Response of Asymmetric Systems

M.Faggella, R.Gigliotti, C.Morrone, E.Spacone

Seismic Vulnerability Reduction of Masonry Churches: A case study

R.Shehu, G.Milani, M.Valente

Interference of vortex-induced vibration and galloping: experiments and mathematical modelling

C.Mannini, T.Massai, A.M.Marra, G.Bartoli

A finite element approach to model galloping vibrations of iced suspended cables

F.Foti, L.Martinelli, F.Perotti

Active Modal Control of Rain-Wind Induced Vibration of Stay Cables

N.Holm, Z.Zhang, P.H.Kirkegaard

Full-scale observations of vortex induced vibrations of stay-cables in the boundary layer

T.Andrianne, V.Denoël

The Hardanger Bridge monitoring project: Long-term monitoring results and implications on bridge design

A.Fenerci , O.Øiseth

Dry galloping in inclined cables: linear stability analysis

G.Piccardo, D.Zulli, A.Luongo

Energy preserving finite difference scheme for sixth order Boussinesq equation

N.Kolkovska, V.Vucheva

FE simulation of steady state wave motion in solids combined with a PML approach

J.Park, A.M.Kaynia

Modeling of pre-stressed piezoelectric structures with inhomogeneous coating

T.I.Belyankova, V.V.Kalinchuk

Numerical modeling of waveguides accounting for translational invariance and rotational symmetry

F.Treyssède

Dynamics of nonlinear strain waves in basic structural components

A.Samsonov, I.Semenova, A.Belashov, F.Garbuzov

Theoretical and numerical studies of the finite time blow up to double dispersion equation

M.Dimova, N.Kolkovska, N.Kutev

A non deterministic GHM based model applied to sandwich beams

W.N.Felippe, F.S.Barbosa

Explicit frequency response function of beams with crack of uncertain depth

G.Muscolino, R.Santoro

Effect of geometric irregularities on the dynamic response of masonry arches

N.Cavalagli, M.J.Dejong, V.Gusella, L.Severini

Spectral stochastic finite element method in vibroacoustic analysis of fiber-reinforced composites

K.Sepahvand, S.Marburg

Stochastic response of a fractional vibroimpact system

D.Yurchenko, A.Burlon, M.Di Paola, G.Failla, A.Pirrotta

Dynamic responses of a floating bridge subjected to ship collision load on bridge girders

Y.Sha, J.Amdahl, C.Dørum

Numerical assessment of the behaviour of a fixed offshore platform subjected to ship collision

C.Rigueiro, J.Ribeiro, A.Santiago

Numerical prediction of blast wall effectiveness for structural protection against air blast

W.Xiao, M.Andrae, L.Ruediger, N.Gebbeken

Dynamic analysis of blast loaded steel structure

L.Figuli, V.Kavicky, Z.Zvaková, Š.Jangl, C.Bedon

Alternatives to prevent progressive collapse protecting reinforced concrete columns subjected to near field blast loading

R.Codina, D.Ambrosini, F.de Borbón

Damage Assessment of Hollow Core Reinforced Concrete and Prestressed Slabs Subjected to Blast loading

A.Maazoun, J.Vantomme, S.Matthys

Comparison of the effectiveness of two safety devices for rigid block subject to seismic excitation

A.Contento, P.Gardoni, A.Di Egidio, A.M.de Leo

14.30

16.30

15.15

14.45

15.30

16.00

15.00

15.45

16.15



MS03.IX

Non-linear dynamicsChairs: M. Papadrakakis, G. Bartoli

MS24.III


Chairs: D. Brigante, F. Ubertini

MS08.II

Fluid-structures interactionChairs: M. Nielsen, D. Siringoringo

MS19.IV


Chairs: F. Tubino, P. Van den Broeck

Evaluation of the effect of confinement on the collapse probability of reinforced concrete frames subjected to earthquakes

N.Øystad-Larsen, A.M.Kaynia, E.Erduran

Evaluation of the Ground Motion Scaling Procedures for Concrete Gravity Dams

B.F.Soysal, B.Ӧ.Ay, Y.Arici

Seismic fragility curves for legged wine storage tanks with a novel isolation device

J.Colombo, J.Almazán

3D nonlinear dynamic analysis of reinforced concrete structural members

C.Mourlas, G.Markou, M.Papadrakakis

Analysis of the out-of-plane capacity of unreinforced masonry infill walls

M.Lönhoff, C.Dobrowoloski,H.Sadegh-Azar

Dynamic response of a damaging masonry wall

D.Addessi, C.Gatta, F.Vestroni

Nonlinear seismic behaviour of historical masonry towers by means of different numerical models

M.Betti, R.Corazzi, L.Facchini,V.Cerisano Kovacevic

Dynamic assessment of the axial force in the tie-rods of the Milan Cathedral

C.Gentile, C.Poggi, A.Ruccolo, M.Vasic

Non-destructive Assessment of the Axial Stress State in Iron and Steel Truss Structures by Dynamic Measurements

H.T.M. Luong, V.Zabel, W.Lorenz, R.Rohrmann

Dynamic evaluation of a historic fountain under blast loading

F.Javier Baeza, S.Ivorra, D.Bru, F.Borja Varona

Ambient Vibration Testing of a monumen-tal fountain by contact and contactless sensing techniques

G.Comanducci, N.Cavalagli, M.Gioffrè, M.Trequattrini, F.Ubertini

Dynamic characterization of a severely damaged historic masonry bridge

C.Pepi, M.Gioffrè, G.Comanducci, N.Cavalagli, A.Bonaca, F.Ubertini

Ambient vibration testing and dynamic identification of a historical building. Basilica of the fourteen holy helpers (germany)

V.Compán, P.Pachón, M.Cámara

Calibration of the dynamic behaviour of incomplete structures in archeological sites: the case of Villa Diomede Quadri-portico in Pompeii

F.Lorenzoni, M.R.Valluzzi, A.Minello, M.Salvalaggio and C.Modena

An overview on nature-inspired optimi-zation algorithms for Structural Health Monitoring of historical buildings

A.Barontini, M.G.Masciotta, L.F.Ramos, P. A.Mendes, P.B.Lourenço

Vortex-induced vibrations of a vertical riser with time-varying tension

M.J.Thorsen, S.Sævik

Fluid effect on ice induced vibrations

A.Abramian, N.Bessonov, D.Indeitsev

SOFIA - A simulation tool for bottom founded and floating offshore structures

M.E.Nielsen, M.D.Ulriksen, L.Damkilde

VIV-galloping interaction of the deck of a footbridge with solid parapets

S.Cammelli, A.Bagnara, J.G.Navarro

Effect of windproof barrier on aerody-namic performance of vehicle-bridge system

T.Zhang, W.Guo, F.Du

Wind Effects and Dynamics Characteri-stics of Base-Isolated Building based on Full-scale measurement during Typhoons

D.Siringoringo, Y.Fujino

Seismic Hazard and Structural Analysis of the Concrete Arch Dam (Rules Dam on Guadalfeo River)

E.Zacchei, J.L.Molina, R.M.Brasil

Probability distribution of footbridge peak acceleration to single and multiple crossing walkers

A.M.Avossa, C.Demartino, F.Ricciardelli

A simplified method to account for the effect of human-human interaction on the pedestrian-induced vibrations of footbridges

X.Wei, P.Van den Broeck, G.De Roeck,K.Van Nimmen

A Dynamic Analysis of the Cable-Stayed Footbridge in Čelákovice Town

V.Šána, M.Polák, T.Plachý

An efficient approach for considering the effect of human-structure interaction on footbridges

E.Zäll, R.Karoumi, M.Ülker-Kaustell, A.Andersson

A new procedure based on time domain indicators for optimal TMD tuning on footbridges

A.Magdaleno, N.Ibán, M.Cacho-Pérez, F.J.Cara, I.M.Díaz, A.Lorenzana,E.Pereira

Vibration effects of loads due to groups crossing a lively footbridge

P.Hawryszków, R.Pimentel, F.Silva

14.30

16.30

15.15

14.45

15.30

16.00

15.00

15.45

16.15



MS00.VII


Chairs: A. Lucchini, F. Petrini

MS21.II

Wind induced vibrationsof slender structures

Chairs: L. Martinelli, B. Siedziako

MS05.II

Recent advances in stochastic structural dynamics

Chairs: T. Alderucci, H. Waubke

MS16.II

Blast and impact loadsChairs: T. Zircher, Q. Li

Analysis and comparison of two different configurations of external dissipative systems

L.Gioiella, E.Tubaldi, F.Gara, L.Dezi, A.Dall’Asta

A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations

M.Palermo, S.Silvestri, G.Gaparini, T.Trombetti, A.Dib

Three-dimensional seismic response of two-story wooden buildings with seismic devices using mechanical linkage and steel dampers

S.Morikawa, Y.Miyazu, N.Nakamura

Seismic response control of multi-story asymmetric-plan buildings using pin-supported structures with passive energy dissipation devices

Y.Miyazu, A.Ito

Design of Buildings with Seismic Isolation Using Linear Quadratic Algorithm

C.-M.Chang, S.Shia, C.-Y.Yang

Hybrid semi-active mass dampers in structures; assessing and optimising their damping capacity

D.Demetriou, N.Nikitas

Parametric study on the use of the Fokker-Planck Equation to examine the nonstationary wind-induced dynamics of tall buildings

L.Caracoglia

Wind induced vibrations of a high tapered obelisk: wind tunnel tests, numerical analysis and design of countermeasures

L.Amerio, T.Argentini, L.Bernini, F.Perotti, A.Zasso

Simulation of wind force acting on super-high-rise building in passing typhoon

N.Ougiya, M.Kanda

Dynamic response of structures to thunderstorm outflows: Hybrid simulation analysis vs response spectrum technique

G.Solari, P.De Gaetano

Aerodynamic properties of Wind Turbine Towers based on Wind Tunnel Experiments

R.Fontecha, B.Henneke, F.Kemper, M.Feldmann

On the importance of cross-sectional details in the wind tunnel testing of bridge deck section models

B.Siedziako, O.Øiseth

Measurements of downburst wind loa-ding acting on an overhead transmission line in Northern Germany

D.Stengel, K.Thiele

Transient response of one degree of freedom systems with Bouc-hysteresis excited by white noise

H.Waubke, C.Kasess

Comparison of the Path Integration Method and Stochastic Averaging Method for Studying the Nonlinear Roll Motion in Random Beam Seas

W.Chai, L.Dostal, A.Naess, B.Leira

Steady-state response of a random dynamical system described with Padé approximants and random eigenmodes

E.Jacquelin, O.Dessombz, J.-J.Sinou, S.Adhikari, M.I.Friswell

Evolutionary frequency response function of linear systems subjected to earth-quake accelerograms using the adaptive chirplet decomposition

T.Alderucci, F.Giunta, G.Muscolino

Influent structural parameters of pounding between buildings during earthquakes

V.Crozet, I.Politopoulos, M.Yang, J.M.Martinez, S.Erlicher

A probabilistic Framework for Seismic Risk Assessment of Electric Power Systems

A.Salman, Y.Li

Finite element modeling of the impact of heavy-weight vehicles on highway and pedestrian bridge decks

E.Berton, N.Bouaanani, C.-P.Lamarche, N.Roy

Analytical Study on Loading Capacity of Prestressed Concrete Sleeper

S.Minoura, T.Watanabe, M.Sogabe

Protective components made of steel fiber reinforced concrete under contact detonation

T.Zircher, M.Keuser, A.Burbach, S.Lehmann

Experimental and numerical study on the behavior of circular RC columns under impact loading

C.Demartino, J.Wu, Y.Xiao

Impact damage in carbon plastics: analysis of damage and dynamic strain fields

M.Nikhamkin, S.Semenov, L.Voronov, N.Sazhenkov, V.Silberschmidt, A.Roy, L.Coles

Dynamic energy absorption behavior of lattice material filled with shear thickening fluid

X.Wu, Q.Yin, C.Huang, F.Zhong

Lateral Confinement Effects on the Axial Compressive Strength of Mortar Specimen

W.Y.Zheng, F.Liu, Q.M.Li

Analysis of a tether anchored floating suspension bridge subjected to large ship collisions

O.H.Moe, J.Veie, Y.Sha, J.Amdahl

36

Sponsors and Exhibitors

Sponsors

• Rete Ferroviaria Italiana

• Diamonds

• Elsevier

• The MathWorks

• PCB Piezotronics

• Bosch Rexroth

• Terna Rete Italia

Exhibitors

During the conference, a technical exhibition will take place along the cloister porch.The exhibition will start after the Plenary Session on Monday 11th September 2017.

Opening hours:


Tuesday 12 September, 09.00 to 18.00

Wednesday 13 September, 09.00 to 17.00

1. MOHO2. VICODA3. PCB Piezotronics4. Structural Vibration Solution5. GERB6. Springer7. Diamonds8. Elsevier9. Sequoia10. Eurodyn

Rete Ferroviaria Italiana: managing the national infrasctructure

Rete Ferroviaria Italiana (RFI), the national infra-structure manager, is the company within FS Italia-ne Group that guarantees access to the rail network to the various transport companies, providing maintenance, safe rail travel, ensuring the entire in-frastructure is efficient, and ensuring safety and se-curity activities. With its over 24,000 km of tracks, including over 1,300 km of High Speed tracks, it provides for about 9,000 trains running per day.RFI manages investments to improve and develop railway lines and infrastructure, and develops technology for the safe management of transport, following plans established in the Investment section of the Programme Contract drawn up in agreement with the Ministry of Infrastructure and Transport.RFI guarantees the accessibility of stations and services supplied by the rail companies to passengers and in general to all users following the principles and values that guide RFI’s relationship with its clients and the general public. In its role as Station Manager, it guarantees assistance to people with reduced mobility or disabilities in stations.The manager of the national infrastructure establishes the annual rail timetable based on requests made by companies transporting passengers or freight, in accordance with the rules and criteria listed in the Network Statement, the official document with which RFI communicates to its clients procedures, terms and conditions according to which infrastructure capacity is assigned and for the delivery of associated services.On the international front, it promotes the integration of Italian infrastructure with the European rail network.

www.rfi.it123

456

Cloister

78910

37

Sponsors

Diamonds specialises in providing complex and innovative structural health monitoring (SHM) solutions tailored for the local and international market.Diamonds, a spin-off of SAPIENZA University of Rome started in 2013, by guaranteeingreliable and integrated monitoring and diagnosti-cs services, can provide reassurance on the level of safety of buildings and infrastructure.Diamonds consists of collaboration between academia and industry bringing together overthirty years of research in structural engineering. Diamonds is specialised in offering cutting edge sensor-based structural analysis.The purpose of Diamonds is to provide a con-sultancy outlet for this advanced research and to provide opportunities for Clients to avail of these innovative services to advance the state of the art in SHM and diagnostics for whole life optimi-sed management of new and existing buildings and infrastructure.

www.e-diamonds.it

Elsevier is a global information analytics company that helps institutions and professionals progress science, advance healthcare and improve perfor-mance for the benefit of humanity. We help researchers make new discoveries, col-laborate with their colleagues, and give them the knowledge they need to find funding. We help governments and universities evaluate and im-prove their research strategies. We help doctors save lives, providing insight for physicians to find the right clinical answers, and we support nurses and other healthcare professionals throughout their careers.Elsevier provides digital solutions and tools in the areas of strategic research management, R&D performance, clinical decision support, and professional education; including ScienceDirect, Scopus, ClinicalKey andSherpath. Elsevier pu-blishes over 2,500 digitized journals, including The Lancet and Cell, more than 35,000 e-book titles and many iconic reference works, including Gray’s Anatomy. Elsevier is part of RELX Group, a global provider of information and analytics for professionals and business customers across industries.www.elsevier.com

MathWorks is the leading developer of mathema-tical computing software. Engineers and scienti-sts worldwide rely on its products to accelerate the pace of discovery, innovation, and develop-ment.

Products

MATLAB®, the language of technical compu-ting, is a programming environment for algorithm development, data analysis, visualization, and numeric computation. Simulink® is a graphical environment for simulation and Model-Based Design of multidomain dynamic and embedded systems. The company produces nearly 100 ad-ditional products for specialized tasks such as data analysis and image processing.MATLAB and Simulink are used throughout the automotive, aerospace, communications, electronics, and industrial automation industries as fundamental tools for research and deve-lopment. They are also used for modeling and simulation in increasingly technical fields, such as financial services and computational biology. MATLAB and Simulink enable the design and development of a wide range of advanced pro-ducts, including automotive systems, aerospace flight control and avionics, telecommunications and other electronics equipment, industrial ma-chinery, and medical devices. More than 5000 colleges and universities around the world use MATLAB and Simulink for teaching and research in a broad range of technical disciplines.MathWorks employs over 3500 people, with 30% located outside the United States.www.mathworks.it

DIAGNOSTICA E MONITORAGGIO DI STRUTTURE

38

Sponsors

PCB Piezotronics Inc. is a designer and manu-facturer of microphones, vibration, pressure, force, torque, load, and strain sensors, as well as the pioneer of ICP® technology used by design engineers and predictive maintenance professionals worldwide for test, measurement, monitoring, and control requirements in auto-motive, aerospace, industrial, R&D, military, educational, commercial, OEM applications, and more. With a worldwide customer support team, 24-hour SensorLineSM, and a global distribution network, PCB® is committed to Total Customer Satisfaction.Visit www.pcb.com for more information. PCB Piezotronics, Inc. is a wholly owned subsidiary of MTS Systems Corporation. Additional infor-mation on MTS can be found at www.mts.com.

www.pcb.com

Bosch Rexroth is one of the world’s leading drive and control technology providers.Everywhere in the world, our technology moves everything, from the stage of the most famous theaters to the Panama Canal closures.Recently, our company has developed technolo-gies and systems for testing and studying com-ponents with anti-seismic function.Among the projects we include laboratories made in Enna, Messina, Reggio Calabria, we are implementing many other applications and others have already realized in a farther past. Passion and tenacity are our strengths and every day we offer our customers support and know-how.As the Drive & Control Company, the company develops, produces, and distributes its compo-nents and system solutions in over 80 countries. In 2016, Bosch Rexroth achieved sales of close to 5 billion Euro with its more than 29,500 as-sociates. In Italy for over 60 years with headquarter in Cernusco sul Naviglio, Bosch Rexroth S.p.A. is a consolidated reality in the Italian industrial con-text and with its sales network, it can boast of an entire national coverage, thanks also to more than 50 authorized distributors.

www.boschrexroth.com/en

Terna is a large energy transmission system ope-rator, top in Europe and among the global lea-ders, managing more than 72,000 km of lines in Italy. 3,700 professionals serve the country and the European electricity union, to guarantee the efficiency and security of the grid and transmit energy every day: a critical infrastructure for the development and growth of Italy. Terna is a wor-ld leader in sustainability: in the Electric Utilities sector of the RobecoSAM 2017 Sustainability Yearbook, it obtained the highest score for en-vironmental performance and is the only Italian company to have taken a Silver Medal.Terna Group Commitments• To facilitate energy transition, investing in

the innovative, sustainable development of the electrical infrastructures and investing in excellence.

• To manage the transmission of electricity in Italy securely and efficiently.

• To develop the National Transmission Grid making it increasingly efficient, secure, sustainable and cost-effective, to offer in-creasingly low-cost energy for households and businesses.

• To create value for the shareholders combi-ning excellence in the business, social re-sponsibility and sustainability of its activities.

• To contribute to the European integration of electricity grids.

• To develop businesses and new market op-portunities at the international level. Since 2005, the Construction sites for Italy and Europe have made in excess of € 10 billion of investments, to the benefit of businesses and households and of integration of the Eu-ropean electricity grids.

www.terna.it/en-gb/home.aspx

39

Exhibitors

Diamonds specialises in providing complex and innovative structural health monitoring (SHM) solutions tailored for the local and international market.Diamonds, a spin-off of SAPIENZA University of Rome started in 2013, by guaranteeingreliable and integrated monitoring and diagnosti-cs services, can provide reassurance on the level of safety of buildings and infrastructure.Diamonds consists of collaboration between academia and industry bringing together overthirty years of research in structural engineering. Diamonds is specialised in offering cutting edge sensor-based structural analysis.The purpose of Diamonds is to provide a con-sultancy outlet for this advanced research and to provide opportunities for Clients to avail of these innovative services to advance the state of the art in SHM and diagnostics for whole life optimi-sed management of new and existing buildings and infrastructure.

www.e-diamonds.it

Elsevier is a global information analytics com-pany that helps institutions and professionals progress science, advance healthcare and im-prove performance for the benefit of humani-ty. We help researchers make new discoveries, col-laborate with their colleagues, and give them the knowledge they need to find funding. We help governments and universities evaluate and im-prove their research strategies. We help doctors save lives, providing insight for physicians to find the right clinical answers, and we support nurses and other healthcare professionals throughout their careers.Elsevier provides digital solutions and tools in the areas of strategic research management, R&D performance, clinical decision support, and professional education; including ScienceDirect, Scopus, ClinicalKey andSherpath. Elsevier pu-blishes over 2,500 digitized journals, including The Lancet and Cell, more than 35,000 e-book titles and many iconic reference works, including Gray’s Anatomy. Elsevier is part of RELX Group, a global provider of information and analytics for professionals and business customers across industries.

www.elsevier.com

The GERB Group provides full engineering ser-vices, system solutions as well as installation in order to control vibration problems. Our services:• Vibration technical consulting for con-

struction dynamics problems• Vibration measurements• Draft, conception, and planning of individual

vibration insulation for machines, buildings, platform tracks and industrial facilities

• Securing of buildings against earthquakes and wind with tuned mass dampers and other damping mechanisms

• Development, construction, production, and delivery of systems for vibration reduction

• Static and dynamic calculations of all types, stability and usability verifications, draft and implementation drawings

• Assembly, construction supervision, adjust-ment, commissioning, conformity tests, workshop tests

• Inspections, redevelopment, restoration and repair works to machine foundations

GERB Tuned Mass Damper (TMD) Systems limit the displacements of structures by absorbing and dissipating vibrational energy. In general, they are passive systems and consist of vibra-tion masses, springs or pendulums and Visco-dampers. Each device is custom designed for its respective application.The performance of GERB TMD Systems can be demonstrated for new construction as well as for retrofitting existing structures.In addition to TMD Systems, GERB also provides engineering, assembly, and inspections to solve your vibration problem.

www.gerb.it

DIAGNOSTICA E MONITORAGGIO DI STRUTTURE

40

Exhibitors

Moho s.r.l. is an Italian worldwide known com-pany manufacturing devices for geophysical prospection and civil engineering conceived to be precise, reliable, truly portable and different from what already exists. TROMINO®, the MoHo’s flagship instrument, is an internationally patented “all-in-one” tromo-meter and seismometer. Originally designed for passive seismic surveys and for the dynamic characterization of soils, it has later been suc-cessfully employed in the dynamic characteriza-tion of structures (modal analysis), in the vibra-tion monitoring and other fields.Acquiring the key parameters of the ground and structure motion during earthquakes and other excitations, in real time, is an increasing demand.SURICAT, a strong-motion accelerometer desi-gned for permanent monitoring of structures has also been designed to this task: precise enough to provide information of engineering interest, cost-effective to be used in extended networks.MoHo s.r.l. conceives, designs and manufactu-res both the hardware and the software of its instruments in full autonomy. Research, deve-lopment, production, calibration and testing are all made in house at the headquarters in Venice (Italy).If you are looking for new solutions for modal analysis of structures and vibration monitoring, discover our website www.moho.world and come and see us at MoHo’s booth!

www.moho.world

PCB Piezotronics Inc. is a designer and manu-facturer of microphones, vibration, pressure, force, torque, load, and strain sensors, as well as the pioneer of ICP® technology used by design engineers and predictive maintenance professionals worldwide for test, measurement, monitoring, and control requirements in auto-motive, aerospace, industrial, R&D, military, educational, commercial, OEM applications, and more. With a worldwide customer support team, 24-hour SensorLineSM, and a global distribution network, PCB® is committed to Total Customer Satisfaction.Visit www.pcb.com for more information. PCB Piezotronics, Inc. is a wholly owned subsidiary of MTS Systems Corporation. Additional infor-mation on MTS can be found at www.mts.com.

www.pcb.com

Sequoia IT is specialized in intelligent vibration measurement and monitoring solutions. Sequo-ia sensors, which are mainly based on MEMS technology, are well known for their secure in-tegration capacity which includes the compo-nents for the digitalization of on-board signals, processing and storage.Sequoia IT sensors represent a unique system that not only measures vibrations, but also pro-cesses their measurement readings in accor-dance with the specific needs of the application in question. In addition, the digitalization greatly simplifies the task of integrating sensors (a) intocomplex computerized control and monitoring systems; and (b) with various digital-communi-cation protocols – thus bypassing the need for dedicated memory cards.The various Sequoia products are used in a wide range of applications, including machine-tool vibration monitoring, vibration measurement in industrial settings for preventive maintenance, and vibration monitoring in civil-engineering.Moreover, Sequoia IT highly qualified staff has the necessary expertise to meet all customer requirements by developing customized solu-tions for them.

www.sequoia.it

41

Exhibitors

Springer is a leading global company publishing in science, technology and medicine, and provi-ding researchers in academia and professionals in companies with high-quality scientific conten-ts: peer-reviewed journals, advanced textbooks, research monographs, proceedings and referen-ce works.The company numbers around 2.400 journals (400 Open Access), more than 170.000 books, and almost 13.000 staff worldwide.

www.springer.com

Structural Vibration Solution A/S is the develo-per of the patented ARTeMIS Modal software for Operational Modal Analysis (OMA) and Structu-ral Health Monitoring (SHM).The company was founded as a spin-off from Aalborg University, Denmark in 1999. The mis-sion has always been to be the leading provider of OMA and SHM solutions, and at EURODYN 2017 the latest development in these fields will be demonstrated.

www.svibs.com

Vicoda is a global specialist in vibration control offering products and services for all applica-tions. Our product range for bridge construction includes tuned mass dampers, hydraulic dam-pers, bridge bearings and expansion joints. Our services cover measurements, detailed enginee-ring, on-site installation and site support.

www.vicoda-gmbh.com

42

Author Index

A

K. Aas-Jakobsen 32H. Abadikhah 24I. Abdallah 25, 27M. Abdeddaim 24B. Abdelhamid 22A. Abdulamit 25D. Abel 22T. J. S. Abrahamsson 16, 27A. Abramian 34D. Achillopoulou 21L. Acho 16C. Adam 14, 23, 24S. Adhikari 15, 17, 35M. L. Aenlle 24P. Agne 26R. Aguilar 31A. Ahmed 26R. Aiello 14G. M. Álamo 23A. Al-Anbaki 30E. Alarcon 21U. Albostan 20A. Aldea 25T. Alderucci 35H. Alemzadeh 33N. Alexander 26S. Alfi 16S. Allahdadian 17J. Almazán 34F. Almeida 21, 23O. Altay 22K. Alten 22S. Althobaiti 14D. Altieri 24P. Alves Costa 17M. Amabili 32P. Amado-Mendes 17S. Amador 21, 25D. Ambrosini 22, 33J. Amdahl 32, 33, 35L. Amerio 35D. Anastasopoulos 14L. Andersen 23P. Andersen 22A. Andersson 23, 31, 34M. Andrae 33T. Andrianne 33I. E. Andzjikovich 23V. Angelidakis 26

Y. Anis 15A. Antonini 30J. Antunes 20, 32N. Apaydin 23S. Appel 15M. Arafa 15A. Arailopoulos 16V. Araya 24A.Arede 20E. Arellano-Méndez 17A. Arena 26F. Arena 23T. Argentini 35C. Argyris 27Y. Arici 34I. Ario 24A. Arrospide 25O. Arroyo 15G. Aschauer 14A. Asgarian 21A. Askan 31W. Assaad 32A. Astorga 17R. Astroza 25, 26M. S. Aswathy 32I. Atanasovska 20L. Auersch 17, 23L. D. Avendaño Valencia 16S. Avila 14, 27, 42A. M. Avossa 34B. Ӧ. Ay 34P. Ayala 21E. Aytulun 23S. E. Azam 16J. J. Aznárez 23, 25, 27

B

J. Baader 30E. Babilio 24A. Bacigalupo 26F. Javier Baeza 24, 34A. Bagnara 34T. Bahçecioğlu 20B. Balachandran 25A. Balducci 31J. Ballaben 24M. Ballatore 14J. Balthazar 16C. Baniotopoulos 25N. Banjanac 14K. Barbara 17

B. Barbiellini 26N. Barbieri 14, 24, 42F. S. Barbosa 32, 33A. Barontini 34P. G. Barrera 23A. Barrias 21R. Bartelletti 30G. Bartoli 15, 22, 27, 33M. Bartolomei 32M. Basili 20, 27J. Bassitt 30B. Basu 22, 27G. Battaglia 26S. M. Bauer 23R. Bäumer 16R. Bayya 31P. Bazzurro 15P. Becht 21J. L. Beck 27W. Becker 16C. Bedon 33M. Beer 22, 24A. Belashov 33A. Belleri 15F. Bellucci 23T. I. Belyankova 33R. Benamar 32G. Bernagozzi 17D. Bernal 23, 27D. Bernardini 30L. Bernini 35G. Bertollucci Colherinhas 24E. Berton 35N. Bessonov 34M. Betti 22, 34A. Bhaskar 14B. Bhowmik 17H. Bigelow 25A. Bilotta 25, 33E. Binyet 32I. Birs 16M. Bjerkås 23V. Blanc 14I. I. Blekhman 14G. Boaca 25G. Boccalero 15, 17O. V. Bocharova 23M. Bocian 15, 26, 30, 32Y. Boffill 30J. Bogunović Jakobsen 15A. Bonaca 34

G. Bonnet 26F. Bontempi 17C. Boragno 15, 17P. Boron 31R. Boroschek 31C. Borri 25, 27L. Borsoi 20, 32J. S. Bosquet 17N. Bouaanani 35N. Boujia 32S. Bourgeois 14F. Bourquin 15L. Boutahar 32C. Boutin 24C. Bowe 25S. Brandt 24R. Brasil 16R. M. Brasil 34L. Brejão 16M. Brennan 21, 23M. J. Brennan 17D. Brigante 32R. Brincker 21, 25M. Broggi 22, 24, 27J. Brownjohn 15, 30D. Bru 34E. Brühwiler 22M. Buchschmid 20, 21P. Bucinskas 15, 23, 25G. Buffi 27A. Buhr 16A. Burbach 35A. Burlon 33J. Burn 32G. Busca 25C. Butenweg 25

C

P. Cacciola 14M. Cacho-Pérez 34S. Caddemi 25E. Caetano 26, 27M. Calado 24R. Calçada 17I. Caliò 25A. Camara 26M. Cámara 34S. Cammelli 34S. Can Girgin 17F. Cannizzaro 25

D. Cantero 24M. C. Capatti 31G. Capellari 16E. Capiez-Lernout 20R. Capillon 20S. Caprili 17M. Capriotti 31F. J. Cara 34J. Cara 21, 34L. Caracoglia 17, 26, 35A. Carbo Molina 27S. Carbonari 31B. Carboni 30A. Carcaterra 14, 32, 42D. Cardim 27T. Carlos 27G. Carlucci 30A. Carpinteri 25M. Carvalho 20A. Casalotti 26J. R. Casas 21, 22F. Casciati 23S. Casciati 14, 23, 42B. Castañeda 31A. Castellano 31S. Castellaro 27, 32G. Castelli 20L. Castro 27E. Cataldo 27N. Catbas 23T. Catterou 14N. Cavalagli 27, 30, 33, 34R. Ceravolo 27, 32V. Cerisano Kovacevic 34W. Chai 35M. Chajdi 20A. Champneys 26C. -M. Chang 35J. Chang 32J. -Y. Chang 15Y.-H. Changa 15H. Chao 16G. Chase 25J. G. Chase 25E. Chatelet 21E. Chatzi 16, 25, 27, 31M. Chatzis 27S. R. Chaudhuri 14, 24, 42K. Chawla 14, 24, 42D. Chelidze 22B. Chen 25, 27

43

Author Index

H. Chen 20J. Chen 14, 26, 42F. Chernousko 20C. Chevalier 32E. Cheynet 15Y. Chikahiro 24A. Chorozoglou 25N. Chouw 33J. Ciambella 20A. Cigada 25G. I. Cirillo 16C. Claeys 21V. G. Cleante 17F. Clementi 26, 31B. Cochelin 14R. Codina 33A. Colaço 17L. Coles 35A. Collina 16, 30M. Collu 23J. Colombo 34D. Colón 16G. Comanducci 30, 34C.-C. Comisu 25V. Compán 34D. P. Connolly 17L. Connolly 25L. Consolini 26J. Conte 25, 26A. Contento 33F. Coppo 14, 32, 42G. Coquel 23R. Corazzi 34A. Corbetta 32G. Cordisco 31F. Cornali 15F. Cosco 17R. Cottereau 27J. Croes 17V. Crozet 35F. J. Cruz-Muñoz 23Á. Cunha 25, 27, 31A. Cunha Jr. 16O. Curadelli 22M. Curatolo 30A. A. Cury 32J. P. Cusumano 32J. Czmochowski 25B. Czwikla 26

D

J. Dahl 22H. Dai 27Y. Dai 27A. Dall’Asta 24, 35L. Damkilde 22, 27, 34E. Damnjanović 23Ľ. Daniel 32R. Das 17S. Da Silva 17T. K. Datta 24A. Datteo 25M. De Angelis 20, 31K. Deb 15F. de Borbón 33V. Debut 20L. De Carvalho Paludo 27E. Deckers 21D. De Domenico 25P. De Gaetano 35H. Degee 17G. Degrande 21, 25, 31M. J. Dejong 33X. Delaune 20, 32A. M. de Leo 26, 33D. M. De Leon 16F. K. de Lima 21G. Della Monica 30L. De Lorenzis 27J. De Los Rios 25Z. Del Prado 32F. De Luca 17A. de Luca di Roseto 17G. De Lucia 32C. Demartino 34, 35D. Demetriou 24, 35S. Demetriu 25E. Denimal 14V. Denoël 33R. De Risi 17G. De Roeck 14, 24, 25, 34, 42V. Dertimanis 16, 25G. de Sant’Anna Vitor

Barbieri 14, 24, 42L. de Sant’Anna Vitor

Barbieri 14C. Desceliers 20A. Deschamps 25J.-A. Désidéri 24M. De Smedt 14W. Desmet 17, 21, 27A. de Souza Pippi 27

R. Desroches 26O. Dessombz 35T. De Troyer 27J.-F. Deü 22, 32C. Devriendt 27F. Dezi 31L. Dezi 31, 35S. Diamantopoulos 17I. M. Díaz 34A. Dib 35A. Di Cuia 17A. Di Egidio 26, 33U. Dikmen 23E. Di Lorenzo 27S. Di Lorenzo 14D. Di Maio 31A. Di Matteo 24, 25, 26E. G. Dimitrakopoulos 23Z. Dimitrovová 16M. Dimova 33S. Diop 22P. P. Diotallevi 17M. Di Paola 25, 33U. Di Sabatino 24Y. Djamel 22N. T. Do 23C. Dobrowoloski 34M. Döhler 22J. Domínguez Abascal 24C. Dørum 33M. Dosaev 20L. Dostal 14, 35, 42G. Doz 14C. Drapaca 32I. Drygala 24F. Du 34L. Du 21X. T. Du 26D. Duhamel 16, 20J. Dulinska 24, 31M. Ďuratný 32L. Dzyubak 14

E

H. Ebrahimian 25A. K. J. Eddine 15J. Edelmann 14E. Efthymiou 26N. Ege 25El Bekkaye Merrimi 20K. El Bikri 20

S. Elias 24I. Elishakoff 14E. El Masri 14J. Engelhardt 24B. Erbas 25M. A. Erberik 31M. Erdik 23E. Erduran 34F. Eric 22S. Erlicher 35M. Esmaeili 21D. Evans 32

F

G. Fabbrocino 25, 32C. Fabrizio 26L. Facchini 22, 34M. Faggella 33G. Failla 14, 23, 33I. Failla 25T. Falborski 31S. Fallah Nafari 23D. Fallais 17L. Faravelli 23R. Fares 25M. Farid 15S. Fassois 16, 17, 25C. Featherston 17A. Feldbusch 26M. Feldmann 25, 35W. N. Felippe 33A. Fenerci 33I. Fenercioglu 17Q. Feng 16N. Ferguson 14, 17, 20, 42J. Fernández-Sáez 20G. Ferreira 14V. Fiamma 23L. Figuli 33S. Filippov 22T. Filippova 30C. Fillol 23R. P. Finotti 32G. Fiorentino 30C. Fischer 24P. Fitzgerald 32L. Fleck Fadel Miguel 26S. Folea 16P. Folkow 24K. Fonseca de Lima 24M. Fontana 30

I.-K. Fontara 27R. Fontecha 27, 35G. Foret 16P. Fossat 24D. Foti 24F. Foti 27, 33A. Fraddosio 31M. Fragiadakis 15, 17P. Franchin 15S. François 25A. Frangi 31R. Friedl 23M. Friehe 27, 30C. Frier 21M. Friswell 15M. I. Friswell 17, 35D. Froio 14, 42Y. Fujino 34C. Fünfschilling 22A. Furtado 20T. Furtmüller 23, 24

G

D. Gafto 25R. Gallego 23M. Gallezot 31P. Galvín 17, 23, 24A. Gambi 27Y. Gao 21G. Gaparini 35F. Gara 31, 35F. Garbuzov 33G. Garcia 16J. Garcia 34D. Garcia Vallejo 24P. Gardoni 33D. Gargaro 25H. Garrido 22R. Garziera 20C. Gaspar 26F. Gatti 27G. Gatti 14, 17, 42V. Gattulli 20, 24N. Gebbeken 33C. G. Gebhardt 24E. Gedikli 22L. Genca 27O. Gendelman 15C. Gentile 22, 30, 32, 34C. Georgakis 25M. Georgioudakis 15

44

Author Index

M. Germonpré 21C. A. Geweth 14M. Ghandchi Tehrani 17M. Ghosn 24G. F. Giaccu 24, 26D. Giagopoulos 16O. Giannini 25A. Giaralis 24M. Gibanica 16A. Gibb 17R. Gigliotti 33S. Gillijns 15M. Gioffrè 34L. Gioiella 35M. V. Girao De Morais 24, 27F. -I. G. Giske 24F. Giunta 14, 35A. Giusti 27M. Gkantou 25A. Glisic 22L. Godinho 17Y. Goi 23J. M. Goicolea Ruigomez 32J.-C. Golinval 22J. Gomes 25A. Gómez-Bernal 17J. M. Gómez Soberón 32M. C. Gómez Soberón 32J. F. Gonçalves 16M. Gonçalves 14P. B. Gonçalves 16P. Gonçalves 16, 32I. Gonzalez 22A. González 17A. Gonzalez-Buelga 17J. González Carbajal 24K. Goto 14, 23, 42O. Gottlieb 22E. Gourdon 22Y. Govers 27J. Grabe 27C. Graczykowski 24, 26A. Gravouil 27S. Gres 22K. Grompanopoulos 16T. Guedes 14P. Gueguen 17P. Guéguen 21Z. Guenidi 24M. Guidobaldi 30C. Guist 25

M. Gül 23W. Guo 34V. Gusella 27, 33L. Gustavo 17S. Gutiérrez 15

H

H. Haardt 25G. Habib 16J. Häfele 24P. Hagedorn 16M. Haggers 25G. Haller 22S. Hans 24J. Harb 27A. J. L. Harrison 15R. Harrison 32B. Hashemi 31P. Hawryszków 34B. Hazra 17P. Heinemann 26C. Heinemeyer 30M. Hendijanizadeh 15B. Henneke 35D. Hernandez 33E. Hernandez 16J. Herrera 25D. Hester 15T. Hill 24T. Hoang 16C. Hoareau 32R. Hoeffer 22S. Hoell 15R. Höffer 25N. Hoffmann 26B. Hoffmeister 25C. Hoke 17N. Holm 33J. Holnicki-Szulc 24R. Hołubowski 16M. Hosseini 14, 31, 42S. Hračov 26X. Hua 27D. Huaming 23B. Huang 25C. Huang 35C. -S. Huang 27C. -Y. Huang 32E. Hudson 30P. Huguene 17

I

N. Ibán 34P. Ibrahim 15M. Ichchou 24L. Ierimonti 16F. Iezzi 23, 31A. Igarashi 26S. Ilanko 25D. Indeitsev 34F. Ionescu 16S. Isani 32G. Ismael 24H. Ismail 25A. Ito 35S. Ivorra 24, 34R. Iwankiewicz 26

J

E. Jacquelin 35S. Jakubek 14K. Jamroziak 26, 30D. Jana 31Š. Jangl 33L. Jankowski 20R. Jankowski 31, 32J. M. Jara 26, 27F. Javier Baeza 24, 34H. Jensen 24K.-H. Jeong 23L. Jezequel 31M. -J. Jhung 23B. Jiang 21J. Z. Jiang 20X. Jing 20A. E. Job 23R. Johansen 22P. F. Joseph 21S. Jovašević 27J. Juan 21H. Juárez-García 17M. Juul 21

K

S. Kaczmarczyk 16, 26K. Kadas 31S. Kahraman 17K. Kalfas 30V. V. Kalinchuk 23, 33T. Kalmár-Nagy 30J. Kaminski Jr. 27

M. Kanda 35V. Kandu 16J. Kaplunov 14, 24, 25H. Karaca 26F. Karakas 17V. Kardoutsou 26A. Karev 16H. R. Karimi 26M. Karimi 21S. Karimzadeh 31R. Karoumi 22, 23, 34C. Kasess 35M. M. Kashani 17T. Kashima 17, 21, 25M. Kasperski 26E. Katsanos 25S. Katz 24V. Kavicky 33M. Kawatani 15Y. Kaya 17K. Kaynardag 23A. M. Kaynia 21, 33, 34R. Kędra 21F. Kemper 27, 35C. Kerkeling 14G. Kerschen 16N. Kessissoglou 20, 21M. Keuser 35H. H. Khodaparast 15, 17F. S. Khosroshahi 14E. Khouri Chalouhi 22K. Khusnutdinova 31C. -W. Kim 15, 23E. Kim 31H. Kim 31S. Kimura 15M. Kirchner 17P. H. Kirkegaard 33S. Klein 25L. Klimina 20, 30S. Klinkel 22, 25M. Knawa-Hawryszkow 16S. Kohdera 15M. Kohrangi 15N. Kolkovska 33M.-E. Kolokytha 17S. Konai 15A. Korchut 25W. Korchut 25J. Kortiš 32M. Kosobudzki 30

G. Kostin 30I. Kovacic 26A. Kowalska-Koczwara 25K. Kozioł 14R. Kral 26E. Kremer 14M. Krishnan 17J. Kristoffersen 25L. Krstevska 32C. Kruger 30M. Kulisiewicz 30J. Kullaa 15, 16K. Kuo 31Ö. Kurç 20A. Kurzawa 26N. Kutev 33K. Kuzniar 21, 27K. A. Kvåle 23

L

J. Laborde 31W. Lacarbonara 15, 26, 30G. Lacerra 21L. Laguerre 31E. Lai 32C.-P. Lamarche 35J.-P. Lambelin 26L. Landi 17P. Langer 25F. Lanza di Scalea 31G. Lanzo 30T. Larkin 33M. Lasecka-Plura 22N. Lasowicz 32D. Lavorato 30T. B. Le 15D. Lebel 22L. S. Ledet 23N. Léger 16, 24S. Lehmann 35X. Lei 16B. J. Leira 24B. Leira 35J. Le Nabat 23S. Lenci 16, 24, 26, 31L. Lenti 15G. Leoni 31M. Lepidi 24, 26R. Lewandowski 22C. Leyder 31H. Li 22

45

Author Index

J. Li 22L. Li 22, 23M. Li 21, 35Q. Li 23Q. M. Li 35S. Li 22Y. Li 20, 26, 27, 30, 35A. Liel 15K. Lievens 24B. Liu 30F. Liu 35H. Liu 30W. Liu 14, 21, 42X. Liu 15Y. Liu 26E. Lofrano 16, 20, 25B. Lokshin 30G. Lombaert 15, 21, 24, 25,

26, 31L. Lombardi 17I. Lombillo 30R. E. Longalong 16M. Lönhoff 34F. Lopez-Caballero 27D. Lopez-Garcia 17D. López-Mendoza 17W. Lorenz 34A. Lorenzana 34F. Lorenzoni 30, 34P. B. Lourenço 15, 31, 34E.-M. Lourens 14, 17, 24, 42E. M. Lourens 23T. Lu 16F. Lucà 25A. Lucchini 15C. Lugni 25J. Luo 20H. T. M. Luong 34A. Luongo 33F. Lupi 22H. Lus 23

M

L. Ma 21M. Ma 21S. Maas 15A. Maazoun 33J. Maca 30J. Macdonald 20, 26, 31, 32H. Madinei 15K. Maes 15, 21, 25

O. Maeso 23, 25, 27F. Magalhães 25, 27, 31A. Magdaleno 34S. H. Mai 27N. Makhoul 27A. Malekjafarian 32P. Manciola 27A. Manevich 17L. Manevitch 24S. Mangalathu 26I. Mangerig 23M. Mannala 24C. Mannini 15, 22, 33S. Manzato 27G. C. Marano 30S. Marbrug 25S. Marburg 14, 26, 33, 42M. Marchi 16, 24S. Mariani 16A. Marini 15E. Marino 25, 27M. Marjanović 23T. Markic 15G. Markou 34F. Markus 30M. A. Marmolejo 27V. Marques Dos Santos 23A. M. Marra 22, 33G. Marrongelli 31L. Martinelli 27, 33J. M. Martinez 35G. Martínez 26, 27G. Martinez-Ayuso 17A. E. Martínez-Castro 23M. D. Martínez-Rodrigo 24P. Martinez-Vazquez 25B. M. Martins 14J. Marulanda 27F. Marulo 27S. Marzano 31S. Masamichi 30M. G. Masciotta 15, 34R. Massabò 24T. Massai 33F. Massi 21T. Matarazzo 27A. L. Materazzi 16V. Matsagar 24K. Matsuoka 30S. Matthys 33T. Mazilu 14

A. Mazzino 15, 17D. McBryde 15G. McClure 21P. Meijers 31M. L. Meinerzhagen 31C. Meinhardt 24L. Melo 14T. Melz 22P. A. Mendes 34E. Menga 23Q. Mercier 24V. Meruane 17A. Metrikine 14, 15, 16, 27,

31, 32, 42F. Mezzani 14, 32, 42M. Mezzi 27L. Mi 22F. Miao 24G. Micale 26P. Michel 25M. Mignolet 20G. Mikulowski 20G. Milani 33M. A. Milfont Shzu 24A. Minello 30, 34S. Minoura 35G. Miraglia 27S. Mitoulis 30A. Miyamoto 22Y. Miyazu 35A. Mockute 25P. Moczko 25C. Modena 30, 34O. H. Moe 32, 35D. Moens 22A. S. Mohamme 30J. L. Molina 34E. Moliner 24F. Mollaioli 15S. Monchetti 22V. Monchiet 26R. Montanini 31G. Monti 30A. Morassi 20, 23, 25S. Moreira Ávila 24M. Morici 31S. Morikawa 35C. Morrone 33S.-A. Mosayebi 21J. Mottershead 15, 27J. J. Moughty 22

H. Moulay Abdelal 32E. Moulin 21C. Mourlas 34C. Moutinho 26A. Mroz 20G. Mueller 25S. Mukhopadhyay 31M. G. Mulas 32G. Müller 20, 21R. Müller 23C. I. Muresan 16V. Musalimov 30G. Muscolino 14, 33, 35

N

B. Nabuco 25S. Nacivet 14A. Naess 35S. S. Nagula 27S. Naili 26H. Nakagawa 25, 27S. Nakai 25, 27N. Nakamura 30, 35M. I. Nakazawa 24J. Naprstek 22, 26J. Náprstek 24, 26P. Nardinocchi 30R. Nascimbene 17O. Nassar 15S. Natsiavas 20, 25V. Nava 23J. G. Navarro 34P. Nåvik 16C. Neagu 25L. Nechak 14M. Nefovska-Danilović 23S. Neild 20, 22, 24A. Nejad 27K. Nezamisavojbolaghi 14V. -H. Nguyen 26V. H. Nguyen 15K. Nguyen Gia 32M. E. Nielsen 27, 34S. R. K. Nielsen 22, 25, 27H. -J. Niemann 22W. Niemeier 27E. Nigro 33M. Nikhamkin 20, 35N. Nikitas 24, 32, 35Z. Nikolic 32M. Nishio 23

F. Nolteernsting 22N. Noppe 27K. Norén-Cosgriff 21H. Norouzi 16C. Nuti 30K. Nuzhdin 30

O

D. Obata 21S. Oberst 26E. Obrien 32A. O’Connor 25R. Ohayon 20O. Øiseth 24, 33, 35G. Oliveira 27J. J. Olivera-Lopez 31S. Olivieri 15, 17B. A. Olmos 26, 27P. Olsen 21P. Omenzetter 15, 27K. Ono 15S. Ono 24S. P. Ontiveros-Pérez 26A. R. Ordóñez 23D. Orlando 16A. Orumiyehei 15J. L. Östlund 31E. Ottaviano 20N. Ougiya 35A. Ounis 24C. Oyarzo-Vera 31N. Øystad-Larsen 34V. Ozsarac 31

P

J. Pach 26J. Pacheco 27P. Pachón 34A. Paciacconi 16A. Pacitti 15C. Pacoste 23L. A. Padrón 23, 25, 27A. Pagliaroli 30D. Pak 25V. Pakrashi 17S. Pakzad 27F. Palacios-Quiñonero 26M. Palermo 21, 35A. Palmeri 17L. Panning-Von Scheidt 14A. Paolone 16, 20

46

Author Index

C. Papadimitriou 16, 25, 27M. Papadopoulos 25M. Papadrakakis 15, 34F. Paparella 24E. Paraskevopoulos 20, 25J. Park 21, 33H. Pasaribu 32E. Patelli 24, 27A. T. Patera 16E. A. Pattersona 15A. Pau 20, 21, 31M. Pavao 32A. Pavic 30M. Pavlović 27P. Pawłowski 24, 26M. L. Pecorelli 32L. Pedersen 21B. Peeters 27M. Peigney 15F. Pelayo 24F. Pellicano 24S. Pensalfini 14, 32, 42G. Pepe 14C. Pepi 34A. Peplow 23A. T. Peplow 25E. Pereira 34S. Pereira 25L. A. Perez Pena 14E. A. Perondi 16F. Perotti 16, 27, 33, 35L. Perricone 32G. Perrin 22K. Persson 15, 25P. Persson 15, 21, 25Ø. W. Petersen 23, 24T. Petraschek 25F. Petrini 15, 17, 24M. Petronijevic 25M. Petronijević 23D. Pham-Van-Bang 32G. Piana 25G. Piccardo 33M. D. Piccioni 31L. Pieraccini 21A. Pierdicca 31M. Piersanti 30D. Pietrosanti 20, 31D. Pietrusiak 25L. Pigolotti 15, 22R. Pimentel 14, 34, 42

A. Pinto Da Costa 14, 42A. Pirrotta 14, 24, 25, 26, 33P. Piteau 20, 32D. Pitilakis 33T. Plachy 24, 30M. Plöchl 14B. Pluymers 21J.-L. Pochet 16C. Poggi 34F. Poirion 24M. Polak 24, 30I. Politopoulos 22, 35S. Polukoshko 26J. Pons 31B. Poplawski 20M. Porfiri 30S. Pospisil 22F. Potenza 20, 24N. Potosakis 20F. Pozo 16K. Prajapat 27, 31S. Preidikman 24C. Pretty 25D. Prikazchikov 14, 24, 25L. Prikazchikova 24O. Prodan 16C. Proppe 24I. Psycharis 26D. Pyka 26

Q

H. Qiao 26G. Quaranta 30A. Quattrocchi 31

R

A. Raby 30V. Racic 32F. Rackwitz 27M. Radisic 25A. Radu 15C. Rainier 32C. Rainieri 17, 25M. Ralbovsky 22A. Rallu 24L. F. Ramos 15, 34C. Ratti 27S. Ray Chaudhuri 24, 27, 31C. Rebelo 27G. Rega 16, 32M. Regni 31

E. Reynders 14, 21, 25, 42B. Rhali 26A. Riaz 25J. Ribeiro 33F. Ricciardelli 34G. Ricciardi 14, 25, 32, 42C. Rigueiro 33G. Rill 14P. Riva 15D. J. Rixen 16E. Rizzi 14, 42L. Rizzian 16, 24J. Rodellar 16G. Rodgers 25C. Rodrigues 14H. Rodrigues 20L. Rodrigues 16R. Rodríguez Sánchez 20E. Rohan 26R. Rohrmann 34D. Roia 31O. Rokos 30R. Rolfes 24A. Romańska-Zapała 25F. Romeo 16A. Romero 17, 23, 24I. Romero 23T. Roncen 26A. Rønnquist 16, 24M. Rosales 24J. M. Rossell 26Y. Rossikhin 16L. Rouleau 22N. Roveri 32A. Roy 35N. Roy 35R. Perera 15L. Rubio 20J. Rubió-Massegú 26A. Ruccolo 30, 34M. Rucka 21L. Ruediger 33A. Ruiz 15R. Ruiz 17E. Rusinski 25J. Russell 30G. Ruta 20, 25C. Ruzzo 23P. Ryjáček 24

S

F. Sabetta 30H. Sadegh-Azar 26, 34E. Saetta 32S. Sævik 34E. Safak 23Z. Safi 31S. Said 23D. Saige 24A. Saisi 30C. Sakaris 17J. Sakellariou 17, 25A. Salman 35M. Salvalaggio 30, 34W. Salvatore 17A. Samsonov 33S. Sanchez Gomez 15M. J. Sánchez Naranjo 23R. Sancibrian 30P. Santi 27A. Santiago 33M. P. Santisi d’Avila 25R. Santoro 33J. G. Santos Da Silva 26E. Sarabia 30S. Sarkar 32P. Sartor 20V. Saurin 30A. T. Savadkoohi 22S. A. Savidis 27N. Sazhenkov 20, 35M. Schauer 31P. Schaumann 22W. Schepers 15, 16, 27M. Schevenels 15A. Schirrer 14D. Schlatter 15F. Schmidt 32S. Schommer 15M.-C. Scutaru 25A. V. Sedov 23G. Seidl 25K. Sekula 20Y. Selyutskiy 30J. F. Semblat 15S. Semenov 20, 35I. Semenova 20, 33A. Sengupta 15O. Senkardesler 23K. Sepahvand 14, 25, 33, 42V. Sepe 23I. Serkan Misir 17

V. Settimi 32L. Severini 33E. Sevillano 15, 32Y. Sha 33, 35S. Shah 20M. R. Shah Mohammadi 27H. Shakib 33E. Shalimova 20A. Shams 30S. M. Sharkh 15A. D. Shaw 15R. Shehu 33X. Sheng 16S. Shia 35J. Shimabuku 21M. Shitikova 16M. Shoji 21M. K. Shrimali 24M. Shzu 27R. Siano 23S. Sicklinger 21B. Siedziako 35D. Siegert 32M. Signal 25V. Silberschmidt 35F. Silva 16, 34M. A. Silva Pinheiro 27S. Silvestri 21, 35F. M. F. Simões 14F. Simões 14, 42J.-J. Sinou 14, 26, 35, 42D. Siringoringo 34A. Skafte 25T. Skjerve Nord 23E. M. Slomski 22K. Smetana 16A. L. Smirnov 23V. Smirnov 24C. Smith 16H. Smoljanovic 32T. Smolnick 25J. Snæbjörnsson 15P. Sniady 14A. Sofi 14M. Sogabe 14, 21, 23, 35, 42C. Soize 20, 22, 27G. Solari 35L. Solazzi 16F. Soleimani 26A. Soler 23B. Sołtysik 31

47

Author Index

C. Somaschini 30X. Song 21, 23S. V. Sorokin 23P. Soto 26K. Soyluk 26S. Soyoz 23B. F. Soysal 34E. Spacone 17, 33N. Spanos 25P. D. Spanos 25M. Sparavalo 30N. Squeglia 30G. Stabile 27U. Starossek 16A. Steindl 16S. Stemmler 22D. Stengel 35S. Sternini 31K. R. Stevanovic Hedrih 14B. Stojadinovic 15M. Strozzi 24K. Stypuła 14, 25, 42W.-C. Su 27R. Sun 15X. Sun 14, 21, 42A. Svay 27C. Svedholm 23O. Szyłko-Bigus 14

T

A. Tabone Paschoalini 21, 23F. Taddei 31I. Taflampas 26A. Taglioni 20B. Taïeb 22C. Tamagnini 27H. Tan 17, 26M. Tanabe 14, 23, 42Y. Tanabe 23N. Taranu 25M. Tarpø 21, 25T. Tatara 14, 17, 27, 42J. Tatlow 14K. Tatsis 25, 27L. Teresi 30R. Terrill 16S. Tewolde 25K. Thiele 35D. J. Thompson 17P. Thomson 27S. Thöns 25

M. J. Thorsen 34A. Tiganescu 21E. A. Tingatinga 16B. Titutus 15M. Tomasin 16A. Tombari 14R. Tomeo 33H. Toplitzer 22M. Torbati 15M. Tranter 31M. Trequattrini 34F. Treyssède 31, 33T. Trombetti 21, 35E. M. Tronci 31A. Tsiavos 15A. Tsouvala 31E. Tubaldi 24, 35F. Tubino 32E. Turco 25H. Turnbull 27

U

F. Ubertini 30, 34D. Ugalde 17M. Ülker-Kaustell 31, 34R. Ullmann 21M. D. Ulriksen 22, 27, 34M. E. Ursos 16

V

L. Vabbersgaard Andersen 15, 21, 25

M. K. Vakilzadeh 27C. Valente 23, 31M. R. Valluzzi 30, 34K. Vamvoudakis-Stefanou 16R. Van Beeumen 25K. van Dalen 27, 32P. Van den Broeck 24, 26, 34G. van der Heijden 16L. Vandewalle 14B. Vandoren 17C. Van Hoorickx 15T. Van Lang 15K. Van Nimmen 15, 26, 34J. Vantomme 33V. A. Vargas 22F. Borja Varona 34H. VarumBarbieri 20M. Vasic 34

V. Vasilatou 32M. Vasta 15M. Vazifeh 27M. Vece 23J. Veie 35M. Veljković 27I. Venanzi 16C. E. Ventura 17F. Venuti 32T. Verbelen 27L. Vergara 31M. Verner 30W. G. Versteijlen 27J. Vestermark 25F. Vestroni 20, 34Y. Vidal 16J. Vieira de Lemos 25S. Villalba 21G. Villani 17L. Villegas 30O. A. Vinogradova 14A. Vittozzi 27A. Vladimirovich 27E. B. Voronkova 23L. Voronov 35A. Vorwagner 22V. Šána 34D.-C. Vu 22V. Vucheva 33

W

D. Wagg 24H. Wakui 21, 23J. Wallaschek 14G. Wang 25H. Wang 20W. Wang 15, 27T. Watanabe 14, 21, 23, 35T. Waters 14K. Wattana 23H. Waubke 35W. Wedig 26J. Wei 17X. Wei 30, 34W. Weijtjens 27W. Wenbin 23S. Wittmann 22H. Wong 30K. Worden 16D. Wu 23J. Wu 35

W. Wu 22X. Wu 35Z. Wu 27

X

H. Xia 17, 26W. Xiao 33Y. Xiao 35C. Xu 25

Y

A. Yabe 22H. Yabuno 15, 17A. Yakut 31N. Yanagisawa 15, 17C.-Y. Yang 35J. Yang 20M. Yang 35J. Yao 17A. Yashar 17Q. Yin 35X. Yin 22S. Ying Zhang 22D. Younesian 16J. Young 17J. Yu 17D. Yurchenko 33

Z

V. Zabel 34E. Zacchei 34R. Zaerac 23J.-A. Zakeri 21E. Zäll 34A. Zangeneh 23A. Zasso 35Q. Zeng 23J. Zhang 25N. Zhang 17S. Zhang 27T. Zhang 34X. Zhang 22Y. Zhang 22, 30Z. Zhang 22, 25, 27, 33S. Zhao 30X. Zhao 16W. Y. Zheng 35J. Zheng Jiang 15, 20, 22F. Zhong 35C. Zhou 25

H. Zhou 22X. Zhu 20M. Zhuchkova 23D. Zijsling 32B. Zima 21T. Zircher 35S. Zivanovic 30A. Zona 17W. Zongzhen 23G. Zonno 31L. Zuccarino 23M. Zukovic 26D. Zulli 33A. Zürbes 15Z. Zvaková 33

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