preface organization author index -...
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Table of contents
Preface Organization Author index
Keynote lectures
Session 1: Advanced steel structures and testing methods
Session 2: Passive, semi- and active control
Session 3: Global behaviour I
Session 4: Connection behaviour I
Session 5: Member behaviour; mixed and composite
structures; global behaviour
Session 6: Connection behaviour II
Session 7: Global behaviour II
Session 8: Mixed and composite structures I
Session 9: Global behaviour III
Session 10: Performance-based design
Session 11: Connection behaviour III
Session 12: Global behaviour IV
Session 13: Strengthening, repair, and monitoring
Session 14: Analytical and experimental methods; global
behaviour
Session 15: Member behaviour I
Session 16: Performance-based design; passive, semi- and
active control
Session 17: Seismic, wind, and exceptional loads
Session 18: Analytical and experimental methods
Session 19: Seismic, wind and exceptional loads; passive
control
Session 20: Analytical and experimental methods; connection
behaviour
Session 21: Codification; design and fabrication; material
behaviour;
Session 22: Member behaviour II
Damage-free seismic-resistant self-centering steel concentrically-braced framesD. Roke, R. Sause, J.M. Ricles & N. GonnerPresented by: R. Sause
Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table part 1: test concept, method, and building specimenK. Kasai, S. Motoyui, H. Ito, H. Ozaki, M. Ishii, K. Kajiwara & T. HikinoPresented by: K. Kasai
The structural response of submerged floating tunnel to multi-support seismic excitationsG. Martire, M. Esposto, B. Faggiano, F.M. Mazzolani, R. Landolfo, A. Zollo & T.A. StabilePresented by: F.M. Mazzolani
Behaviour of heavy sections welded moment connectionsA. Plumier, C. Lequesne, H. Degée, A. Bannister & W. HoelblingPresented by: A. Plumier
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Keynote lectures
Seismic response of 2D and 3D buildings incorporating buckling-restrained and self-centering bracing systemsH. Choi, J. Erochko, C. Christopoulos & R. Tremblay
Performance based evaluation of steel special moment resisting frames with viscous dampersH. Kit Miyamoto, A.S. Gilani & A. Wada
A framework for hybrid simulation of semi-rigid steel framesH.N. Mahmoud & A.S. Elnashai
Experimental performance of full-scale eccentrically braced frames with replaceable shear linksN. Mansour, C. Christopoulos & R. Tremblay
Experimental assessment of the seismic performance of a self-centering steel MRF system with beam web friction devicesY.C. Lin, J.M. Ricles, R. Sause & C.Y. Seo
Large-scale real-time hybrid simulation of steel MRFs equipped with compressed elastomer dampersT.L. Karavasilis, C. Chen, J.M. Ricles & R. Sause
Innovative bracing system for seismic resistant steel structuresO. Palkopoulou, P. Karydakis & I. Vayas
Experiences of design, fabrication and installation of TV towers with concrete shaft and head steel structuresM.R. Eslami, B. Haghighi & F. Rahiminia
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Session 1: Advanced steel structures and testing methods
Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table part 2: preliminary analysis resultsK. Kasai, Y. Ooki, H. Ito, S. Motoyui, T. Hikino & E. Sato
Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table part 3: full-scale tests for dampers andbeam-column subassembliesY. Ooki, K. Kasai, S. Motoyui, K. Kaneko, K. Kajiwara & T. Hikino
Seismic design and evaluation of steel MRFs with compressed elastomer dampersT.L. Karavasilis, R. Sause & J.M. Ricles
Performance assessment of buckling-restrained braced frame dual systemsC. Ariyaratana & L.A. Fahnestock
Test of two story steel frames installing viscous wall damperT. Sawada, K. Nagashima, M. Ikenaga, S. Nagata, K. Suzuki & A. Wada
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Session 2: Passive, semi- and active control
Full scale shaking table collapse experiment on 4-story steel moment frame: part 1 outline of the experimentS. Yamada, K. Kasai, Y. Shimada, K. Suita, M. Tada & Y. Matsuoka
Full scale shaking table collapse experiment on 4-story steel moment frame: part 2 detail of collapse behaviorK. Suita, S. Yamada, K. Kasai, Y. Shimada, M. Tada & Y. Matsuoka
Simulation of E-Defense full-scale shake-table test results of moment-resisting steel frameT. Hikino, M. Ohsaki, K. Kasai & M. Nakashima
A comparative analysis of performances of high strength steel dual frames of buckling restrained braces vs. dissipative shear wallsF. Dinu, D. Dubina & C. Neagu
Cyclic performance of full-scale two-story narrow steel plate shear wallsC.H. Li, K.C. Tsai & C.H. Lin
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Session 3: Global behaviour I
Qualification of beam to column connections of cold formed steel shapesG.F. Valencia-Clement
Effects of gauge distance of angle on moment-rotation behavior of top- and seat-angle connectionsN. Kishi, M. Komuro, Y. Sato & W.F. Chen
Structural behavior of steel framework with knee brace in H-section weak axis column-to-beam connection with high-strength boltsA. Nomoto, K. Ebato & Y. Harada
Ultimate behaviour of dissipative T-stub connectionsM. Latour & G. Rizzano
Experimental studies on steel and steel concrete composite joints under symmetrical and asymmetrical loadsD. Dan, V. Stoian, T. Nagy Gyorgy & I. Demeter
Collaborative substructure pseudo dynamic test on building with new column-basesH. Tamai, T. Takamatsu, T. Yamanishi & M. Tada
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Session 4: Connection behaviour I
Failure assessment of bracing members under cyclic loadingK.H. Nip, L. Gardner & A.Y. Elghazouli
Bending shear behavior of shear yield precedence short-span beam part 3: experimental results and evaluation of maximum strengthY. Sawamoto, S. Yoshikai, N. Tanaka, Y. Harada, K. Morita & A. Hotaka
Results of a probabilistic analysis on the seismic performance of PR steel-concrete composite framesC. Amadio, M. Bella, V. Bertoni & L. Macorini
Dynamic behaviour of cold-formed steel structures under seismic loadsB. Calderoni, C. Giubileo & A. De Martino
Investigations on the effect of frame member connection rigidity on the behavior of steel plate shear wall systemsM. Dastfan & R.G. Driver
Seismic vulnerability of RC structures integrated with metal shear panels: a study caseA. Formisano, F.M. Mazzolani & G. De Matteis
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Session 5: Member behaviour; mixed and composite structures;global behaviour
Shear lugs for column basesC. Aguirre & I. Palma
Structural behaviour of tension type high strength bolted connection between web plate of wide flange section and split-TK. Ebato, Y. Harada & A. Nomoto
Behavior of exposed column-base exhibiting spindle-type restoring force characteristicsT. Watanabe, H. Kadoya, T. Hagino, T. Nakano, H. Masuda & K. Morita
Cyclic test of new steel structure with metallic dampersY.J. Kim, S.D. Kim, S.H. Oh, H.S. Ryu & M.H. Yoon
Built-up T-stub connections for special and intermediate moment frames. Numerical and experimental testing for prequalificationE.G. Hantouche, G.A. Rassati & J.A. Swanson
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Session 6: Connection behaviour II
Partial frame testing of a sustainable building steel structure systemM. Iwata & Y. Shima
New criteria for taking account of P-∆ effects in seismic design of steel structureJ.M. Aribert & H.T. Vu
Influence of the brace overstrength on the seismic behavior of chevron braced framesM. Bosco, E.M. Marino & P.P. Rossi
Effect of gravity columns on mitigation of story drift concentration for concentrically braced steel framesX. Ji, M. Kato, T. Wang, T. Hitaka & M. Nakashima
Improvement of seismic behavior of concentrically braced frames making use of fuse elements in brace membersA. Rezaeian, R. Izadifar & S. Sharifi Pirkoohi
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Session 7: Global behaviour II
A study on the connection of concrete filled steel tubes (CFT) with built-in steel barsQ.Y. Qiao, A. Kawano, A. Nawa, K. Kutani & T. Shirakawa
Improving the seismic robustness of reinforced concrete frames by using locally hybrid steel-concrete columnsH. Degée & A. Plumier
Experimental analysis of the cyclic response of CFT-SHS membersF. Iannone, L. Mastrandrea, R. Montuori & V. Piluso
Experimental behavior of composite beam-column flush end plate connections subjected to low probability, high consequence loadingO. Mirza, B. Uy, P. Chalhoub & D. Maenpaa
Numerical analysis on composite steel concrete structural shear walls with steel encased profilesA. Fabian, V. Stoian & D. Dan
Analytical investigation of through plate connection to concrete filled tube (CFT) columnY.B. Minouei, R. Mirghaderi & S. Ahlehagh
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Session 8: Mixed and composite structures I
Incremental dynamic analysis of multi-storey concentrically braced steel framesL. Tirca & R. Tremblay
Relationship between global and local indicators of the performance of eccentrically braced frames under seismic loadsS. Koboevic´, J. Rozon & R. Tremblay
Optimal design of eccentrically braced frames with vertical link (V-EBFs) in order to maximize energy dissipationF. Hamedi, S. Taherkhani & A.R. Rezaeian
Plastic limit analysis of self-centering steel moment resisting framesP. Rojas, M. Caballero, J.M. Ricles & R. Sause
A design procedure for dual eccentrically braced-moment resisting systems: theoryM. Bosco, A. Ghersi & P.P. Rossi
A design procedure for dual eccentrically braced-moment resisting systems: numerical investigationM. Bosco & P.P. Rossi
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Session 9: Global behaviour III
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Session 10: Performance-based design
Modeling of component deterioration for collapse prediction of steel moment framesD.G. Lignos, H. Krawinkler & F. Zareian
Seismic performance evaluation of moment-resisting steel frames with different levels of ductilityH. Daneshvar & R.G. Driver
Evaluation of design procedure for steel self-centering moment framesG. Herning, M.E. Moreyra Garlock & E.H. Vanmarcke
A new hybrid method for seismic design of steel building framesT.L. Karavasilis, N. Bazeos & D.E. Beskos
Seismic design of steel structures using modal strength reduction (behavior) factorsG.A. Papagiannopoulos & D.E. Beskos
Performance of dual-steel connections of high strength components under monotonic and cyclic loadingD. Dubina, D. Grecea, A. Stratan & N. Muntean
Mechanical identification of PTED beam-to-column connections according to Eurocode 3M. Esposto, B. Faggiano & F.M. Mazzolani
Experimental and numerical studies of moment resisting frames with replaceable linksY. Shen, C. Christopoulos, N. Mansour & R. Tremblay
Welded tubular column to H-beam connections: three dimensional cyclic testsW. Wang, Y.Y. Chen, W.Q. Li & X. Chen
Reduction of residual story drift of moment resisting frame using self-centering column basesM. Ikenaga, M. Nakashima & T. Nagae
Seismic assessment of early steel buildings with riveted connections in NZM. Naderi
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Session 11: Connection behaviour III
Estimation of increasing response of steel frame after fracture of structural member under strong earthquake ground motionsJ. Iyama
Available ductility of RBS steel structures—comparative studiesP. Alexa, H. Mociran & Ioana Ladar
The effect of panel zone rigidity on behavior of tall buildings with tubular steel moment-frame systemsF. Abedi-Nik
Energy-based method in seismic design of eccentrically braced framesS.R. Mirghaderi, Sh. Dastmalchi & S.M. Zahrai
Energy-based damage model for MDOF steel structuresE. Bojórquez, A. Reyes-Salazar, A. Terán-Gilmore & S.E. Ruiz
Seismic analysis and design approaches for crane-supporting steel structuresJ. Richard, R. Tremblay, S. Koboevic´ & R.A. MacCrimmon
Limit state evaluation for container cranes constructed of stiffened steel box stub-columnsB. Kosbab, R.T. Leon & R. DesRoches
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Session 12: Global behaviour IV
Seismic upgrade of existing semi-continuous steel frames: a comparison between the use of concentric steel braces and viscoelasticdissipative systemsC. Amadio, M. Bella & L. Macorini
On the use of metal shear panels for seismic retrofitting of RC frames: experimental and numerical investigationG. De Matteis, A. Formisano & F.M. Mazzolani
Seismic performance improvement of existing steel buildings by rocking structural systemT. Azuhata, T. Ishihara, M. Midorikawa, T. Miyake & K. Matsumoto
Vulnerability of the Greek telecommunications network infrastructureI. Vayas, M. Papageorgiou, I. Hatzinikolis & A. Avloniti
Effects of rigidity of column base on seismic performance of steel moment frame retrofitted with buckling restrained bracesH. Asada, S. Kishiki & S. Yamada
“All-steel” buckling-restrained braces for seismic upgrading of existing reinforced concrete buildingsM. D’Aniello, G. Della Corte & F.M. Mazzolani
Experimental tests on full scale RC frames retrofitted with buckling restrained bracesL. Di Sarno & G. Manfredi
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Session 13: Strengthening, repair, and monitoring
A phenomenological model for the prediction of the hysteretic response of structural components to seismic loadsR. Chalasani, G.A. Rassati, P.N.N.S. Kumar & A. Kukreti
Prediction of crack formation at steel welded beam-to-column joints under cyclic loadingV. Karlos, A. Spiliopoulos & I. Vayas
Yield surface applications for nonlinear dynamic analysis of steel framesK. Ozakgul
Column over-design factor requirements of steel frame structures for specific reliability levelsW.C. Pu, K. Kasai & Y.G. Zhao
Experimental seismic testing of a controlled rocking bridge steel truss pierM. Pollino & M. Bruneau
Shaking table test of beam-end damper frame using E-defense multipurpose test-bedT. Takeuchi, K. Kasai, S. Kishiki, H. Ando, M. Midorikawa, Y. Matsuoka, T. Asakawa, I. Kubodera & Y. Kurokawa
A new hybrid cold-formed system for low rise buildings in seismic areasM.H. Sayyas & S.R. Mirghaderi
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Session 14: Analytical and experimental methods; global behaviour
Seismic behavior of steel shear plates stiffened by wood panelsT. Hitaka, M. Nakashima, M. Ito & Y. Murata
Potentially plastic zone details in columns in eccentrically braced framesH. Köber & B. Stefanescu
The elasto-plastic response of steel structural members subject to earthquakeP. Broz, P. Marek & L. Václavek
Panel zone performance in a weak panel-type moment frame consisting of a composite beam and a square hollow section columnY. Shimada, S. Kishiki, S. Yamada, Y. Matsuoka & K. Suita
Dynamic shear tests of low-yield steel panel dampers for bridge bearingT. Aoki, J. Dang, C. Zhang, T. Takaku & Y. Fukumoto
Numerical simulation of the cyclic inelastic behaviour of buckling restrained bracesA. Korzekwa & R. Tremblay
A new design equation developed from Eurocode 4-2004 for concrete filled steel tubesZ.H. Lu & Y.G. Zhao
Seismic design procedures for centrically braced framesH. Köber & B. Stefanescu
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Session 15: Member behaviour I
Improved seismic design procedure for steel moment framesA. Villani, J.M. Castro & A.Y. Elghazouli
Proposal for increasing the ductility of steel structuresV. Gioncu, M. Mosoarca & B.A. Anastasiadis
Displacement-based seismic design of SDOF concentrically braced framesJ. Goggins & T. Sullivan
Plastic design of dissipative truss moment framesA. Longo, R. Montuori & V. Piluso
Study on seismic behavior of simple-connected steel frame with buckling restrained bracesD.Z. Hu, G.Q. Li, S.W. Chen & F.F. Sun
Improving seismic performance of steel structures due to near-fault earthquake susing hybrid damping systemS.M. Zahrai & A. Tokhmpash
Accuracy of nonlinear static procedures for estimating the seismic performance of steel frame structuresM. Ferraioli, A. Lavino, A.M. Avossa & A. Mandara
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Session 16: Performance-based design; passive, semi- and activecontrol
Influence of connection capacity on the behavior of floor systems under realistic fire loadingG.A. Cedeno & A.H. Varma
Design of a large scale shake table experiment on a port container craneL.D. Jacobs, R. DesRoches & R.T. Leon
Wind action on bridges: dynamics and aero-elastics phenomena. The bridge over the Strait of MessinaG. Russo, O. Bergamo, L. Damiani & M. Cappellari
Robustness of seismic resistant multistory frame buildings in case of accidental column loss scenariosF. Dinu & D. Dubina
FEM analysis of atmospheric tanks under seismic excitationA. Di Carluccio, G. Fabbrocino & G. Manfredi
Leak proofness of unanchored storage tanks subjected to earthquake loading—experience and simulationsM. Wasicek & F.D. Fischer
Seismic behaviour of steel storage racking systemsC.A. Castiglioni, P. Carydis, P. Negro, L. Calado, H. Degée & I. Rosin
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Session 17: Seismic, wind, and exceptional loads
Design and experimental evaluation of steel MRF with magneto-rheological dampers for seismic hazard mitigationC. Chen, J.M. Ricles, R. Sause, T.L. Karavasilis & Y. Chae
OpenSees modeling of the inelastic seismic response of steel roof deck diaphragmsK. Shrestha, J. Franquet, C.A. Rogers & R. Tremblay
Seismic design and assessment of steel structures based on rigid-plastic response history analysisC. Málaga-Chuquitaype, A.Y. Elghazouli & R. Bento
Influence of ground motion characteristics on the seismic response of single and multi degree of freedom steel framed systemsM. Kumar, J.M. Castro & A.Y. Elghazouli
Numerical modeling of steel frames with concrete slab and its evaluationS. Motoyui, S. Sakai & K. Kasai
Optimized distribution of strength in tall buckling-restrained brace framesG.T. Oxborrow & P. Richards
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Session 18: Analytical and experimental methods
Design concept for composite members subjected to impact and blast loadsM. Gündel & B. Hoffmeister
Robustness based design of new and existing steel structuresA. Formisano, A. Marzo & F.M. Mazzolani
Capacity design to provide seismic performance and resistance to exceptional actionsB. Hoffmeister
Simplified analytical modeling of compact pure aluminum shear panelsG. Brando, G. De Matteis & F.M. Mazzolani
Multi-hazard resistant steel plate shear wall bridge pier conceptD. Keller & M. Bruneau
Design approach for the seismic strengthening of an existing RC building with buckling restrained bracesL. Di Sarno & G. Manfredi
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Session 19: Seismic, wind and exceptional loads; passive control
Development of analytical models for 0.6 scale self-centering MRF with beam web friction devicesC.Y. Seo, Y.C. Lin, R. Sause & J.M. Ricles
Some recent New Zealand research on seismic steel structuresG.A. MacRae, G.C. Clifton & J.W. Butterworth
A responsive modal identification and wireless sensing platform for quasi-realtime earthquake monitoring of long-span bridgesS.N. Pakzad & L. Cheng
A field observation for steel parking buildings near the coast in Japan and an experimental study on remaining structural capacity of corroded bracing members and their connectionsK. Sawada, A. Matsuo, N. Kitahara, H. Kato, T. Takamatsu & H. Tamai
Seismic behavior of weak-axis beam-column connectionsS. Setia, C.V.R. Murty & V.K. Sehgal
Experimental and numerical investigation of a new reduced beam section moment connectionS.R. Mirghaderi, S. Torabian & A. Imanpour
Design and behavior of welded T-stubs for DST connectionsR.A. Herrera, G. Gomez & M. Sarrazin
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Session 20: Analytical and experimental methods; connectionbehaviour
The AISC seismic provisions: summary of the 2005 edition and update on changes for 2010J.O. Malley
Seismic reduction factors for equivalent static design of braced framesT. Wang, M. Kato, X. Ji, T. Hitaka & M. Nakashima
Displacement-based performance assessment of steel moment resisting framesM. Ferraioli, A. Lavino, A.M. Avossa & A. Mandara
Seismic analysis of sheathing-braced cold-formed steel structuresL. Fiorino, O. Iuorio & R. Landolfo
Analysis and design requirements of BRBF in ArgentinaG.L. Palazzo & F.J. Crisafulli
Study on the residual deformation capacity of plastically strained steelY. Matsumoto
Conventional steel constructions for the performance-based earthquake retrofit of low-rise school buildingsF. Pina, T. White, G. Taylor & C. Ventura
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Session 21: Codification; design and fabrication; materialbehaviour; performance-based design
Floor diaphragm design of steel self-centering moment framesM.E. Moreyra Garlock, J. Li & E.H. Vanmarcke
Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces with a replaceable coreC.C. Chou & S.Y. Chen
Plastic shear overstrength of short links with axial restraintsG. Della Corte, M. D’Aniello & F.M. Mazzolani
Study of energy dissipation capacity of steel beams under cyclic loadingY. Jiao, Y. Shimada, S. Kishiki & S. Yamada
Seismic design of boundary frame members of steel plate shear wallsB. Qu & M. Bruneau
Preliminary results of an experimental program on the cyclic response and rotation capacity of steel membersM. Brescia, R. Landolfo, O. Mammana, F. Iannone, V. Piluso & G. Rizzano
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Session 22: Member behaviour II