acwe preliminary agenda: may 21-24, 2017 gainesville, fl...

Date3:00pm-6:00pm5:30pm-8:00pm

Date Monday, May 22, 2017 Tuesday, May 23, 2017 Wednesday, May 24, 20178:00am-9:00am

9:00am-10:00am

Keynote: Dr. Greg Kopp

-Professor and Associate Dean of Graduate andPostdoctoral Studies

-Western University, Canada

Aerodynamics of low-rise buildings in tornadoes: Can Boundary layer wind tunnels give us everything we need?

Keynote: Dr. Peter Vickery, P.E.

-Principal Engineer

-Applied Research Associates

Tornado Damage Modeling: Understanding the Role of Atmospheric Pressure Change, Wind Directionality, and Transient Wind Field Intensity

Keynote: Dr. Bert Blocken

-Professor

-Department of the Built Environment, EindovenUniversity of Technology, The Netherlands &Department of Civil Engineering, KU Leuven, Belgium

LES above RANS in computational wind engineering: a forgone conclusion?

10:00am-10:15am

10:15am-11:45am

Concurrent Sessions #1 Powell Lab Tour #1 (sign up required at registration)

Concurrent Sessions #4 Powell Lab Tour #4 (sign-up required at registration)

Concurrent Sessions #7 Powell Lab Tour #7 (sign-up required at registration)

Bluff Body Aerodynamics I Tornadoes I Tornadoes IV

ACWE Preliminary Agenda: May 21-24, 2017 Gainesville, FL, USA

Continental Breakfast and Registration/Check-in

Networking Break

Sunday, May 21, 2017

Registration/Check-In at UF Hilton Conference Center

Welcome Reception at Florida Museum of Natural History

• [7693] Motion-Induced Wind Forces of a Slender Prism:Z. Chen, K.T. Tse, K.C.S. Kwok

• [7601] Characteristics of the instability of a shear layerformed on a square prism: D. Lander, D. Moore, M.

Amitay, C. Letchford

• [6556] Tornado Damage Analysis of Residential BuildingsCoupled with Electrical Power Network for the 2011 Joplin

Tornado: N. Attary, J. W. van de Lindt, M. Koliou, S. Smith and V. U. Unnikrishnan

• [6533] Effect of laboratory simulated dynamic andtranslating downburst on the pressure distributions of

a low-rise building: J. Chowdhury, H. Hangan

• [7638] Methodology to Estimate Tornado Wind SpeedsBased on Site-Specific Damage Observations: P. Datin

• [6493] A Predictive Model for Structural TornadoDamage to Residential Structures Using Housing Data

from the 2011Joplin, MO Tornado: A. Egnew, Dr. D. Prevatt, D. Roueche

• [7713] Reported wind damage in Uruguay andregistered wind speeds during 2014: V. Durañona, S.

Orteli, A. Guggeri

• [1624] Cost-Effectiveness of Tornado ResistantConstruction: D. Roueche, B. Wood, D. Prevatt

• [7565] Study on Most Unfavorable Translating Paths ofTornadoes for Tornado-resistant Design of Civil

Structures: J. Zu, G. Yan, Isaac

• [7564] WRF Simulation of Strong Wind Gust Induced byTornado- genesis Storm: T. Tao, T. Tamura, H. Kawa

• [6534] Surface pressures dependency on Reynoldsnumber and swirl ratio in tornado vortices: M. Refan, H.

Hangan

• [7621] Improved Characterization of Damage Patternsfrom Idealized Tornado Models: D. Rhee, F. Lombardo

• [6531] Experimental Investigation of Vortex-InducedVibration of a Rectangular Section: M. Mashnad

• [7588] A New Framework for Vehicle SafetyAssessment Under Hazardous Driving Conditions:

S. Chen, G. Hou

Last Updated May 21, 2017

Date Monday, May 22, 2017 Tuesday, May 23, 2017 Wednesday, May 24, 2017

Meteorology I Catastrophe Modeling I Catastrophe Modeling IV

Low-Rise Buildings I Low-Rise Buildings III High-Rise and Super-Tall Buildings I

• [7605] Wind-induced fatigue behavior of rooftoppinnacles and masts on tall buildings: A Machine Learning

approach: M. Jayachandran, A. Kareem, D. Kwon

• [7682] Wind Loading and Dynamic Performance of a Tall Timber Building: W. Ashman, L. Reres, H.

Le, W. Pang

• [7626] A Comprehensive Framework for Performance-Based Wind Engineering of Tall Buildings Considering Wind

Direction and Wind Speed: W. Cui, L. Caracoglia

• [7569] Estimation of Inelastic Crosswind Response of TallBuildings using Equivalent Nonlinear Equation Approach: C.

Feng, X. Chen

• [7655] Combined Risk Prediction of Wind Loading withChanges in Surrounding Buildings: P. Irwin, J. Garber

• [7625] Genesis and Track Simulation of AsiaTyphoons: S. Polamuri, W. Pang

• [6466] State-of-the-art planetary boundary layermodeling and the application of ASCE 7 provisions to

super-tall buildings: E. Simiu, A. Heckert, D. Yeo

• [7653] On the use of the weather research andforecasting model to define inflow uncertainty for

atmospheric boundary layer simulations: C. Garcia-Sanchez, C. Gorle

• [6532] Atmospheric Boundary Layer Conditions in anOpen-Circuit Low-Speed Wind Tunnel in Colombia:

M. E. Delgadoa, J. Marulandab, P. Thomson

• [6505] Generalized wind loading chain: A timefrequency perspective: A. Kareem, Y. Guo, L. Hu

• [7652] Effect of Hurricane Wind Direction on LossEstimation: B. Alduse, W. Pang

• [7619] Hurricane Storm Surge Content Damage andAdditional Living Expenses: M. Baradaranshoraka, J.P.

Pinelli, K. Gurley

• [7600] Characteristic Events Based TyphoonCatastrophe Risk Assessment Model for Japan: F. Habte

and N. Kishi

• [6501] Hurricane loss analysis of wood-frame structuresin Florida: G. Kakareko, S. Jung, O. Arda Vanli, O. Khemici,

A. Tecle, M. Khater

• [7618] Evaluating the uncertainty of combining windand storm surge damage in the Florida Public HurricaneLoss Model: M. Baradaranshoraka, J.P. Pinelli, K. Gurley, S.

Gulati

• [7634] Analytical Modeling of Wind damage toContainer Stacks at Ports: D. Stedman, R. Vojjala

• [7687] Probabilistic Model for Wind Pressure on Low-riseBuildings: H. Zhao, M. Grigoriu, K. Gurley

• [6473] Wind Loads on Flat Canopy Roofs: N. Rani, A.K. Ahuja

• [6541] Influence of terrain on the uplift loads on low-risebuilding roofs: F. Arif, G. A. Kopp

• [6543] Experimentally validated nonlinear modeling oflow-rise building response under wind loading: J. He, F.

Pan, C.S. Cai , A. Chowdhury and F.Habte

• [7681] Wind Pressure Characteristics on Gable Roofs: X.Dong, C.Jiao

• [5553] The spatial pressure distribution on low-risebuildings varies with surface roughness: P. F. Cabán, F. J.

Masters

• [5353] Wind Data Performance for Estimating WindLoads on Structures: M. Phelps

•[6518] Leading edge vortex dynamics on a flat roof: P. J. Richards,

•[7566] Wind-induced structural forces of L- and T-shaped low-rise buildings with hip roofs: S. Shao, T.

Sathopoulos, Y. Tian, Q. Yang

•[6542] Numerical assessment of partial hip roof failures during tornadoes: S. Stevenson, G. Kopp, A El

Ansary

•[6540] Estimation of cavity pressures in air-permeable multi-layer systems using a lumped-

leakage approach: R. Sreedevi

•[7660] The Correlation of Fluctuating Wind Loads and the Progressive Failure of Batten to Rafter

Connections: K.Parackal, J. Ginger, D. Smith, D. Henderson


Computational Wind Engineering and Cyberphysical Modeling I NHERI I Wind-Driven Rain, debris and embers

Codes and Standards I Codes and Standards IV Performance Based Design (PBD) Methodology for Tornado Storm Shelters

Noon-1pm

• [6515] Wind Loads on Roof-Mounted Solar PanelsComparison of Codes and Standards: H . Alrawashdeh and

T. Stathopoulos

• [7595] Aerodynamic Response of Roof-mountedPhotovoltaic Panels: A. Naeiji, R. Greenbaum, I. Zisis, A.

Chowdhury, P. Irwin

• [6507] Wind Load Provisions for Roofs: Low-RiseIndustrial andInstitutional Buildings: H. Alrawashdeh

and T. Stathopoulos

• [6524] Thunderstorm Design Wind SpeedsApplicable to Transmission Lines: H. Aboshosha

• [6545] Experimental Investigation of Wind Effects onCanopies Attached to Mid-Rise Buildings: A. Naeiji, M.

Matus, I. Zisis

• [7635] History of and Effects of Changes in the FloridaBuilding Code: D. Stedman, P. Datin, R. Vojjala

• [7669] A review of Brazilian winddata: M. Vallis, A.M. Loredo-Souza,

L.C. Watrin• [6468] Wind load factors and design mean recurrence

intervals of wind effects for use in the wind tunnel procedure: E. Simiu, A. Pintar, D. Duthinh, and D. Yeo

• [6530] Wind Performance Based Design – A CaseStudy: A. Ashrafi, A. De Luca, J. Garber, and J.Galsworthy

F. [6453] Design Wind Pressure by Peaks-over-ThresholdMethod: Implementation and Comparative

Performance: D. Duthinh, A. Pintar and E. Simiu

Organizer: Art Shultz

Panelists: Finley Charney, Virginia Tech University Bill Coulbourne, Colbourne Consulting

Larry Griffis, Walter P. Moore

• [7657] Assessment of aerodynamic and aeroelasticperformance improvement of computationally optimizedbridge deck sections using LES and FSI simulations: T. H.

Birhane, G. T. Bitsuamlak, J. P. King

• [7688] Real-Time Aerodynamics Hybrid Simulation:A Novel Aeroelastic Wind-Tunnel Model for Flexible

Bridges: T. Wu, M. Sivaselvan

• [7629] CFD application in wind engineering: G. T.Bitsuamlak

• [6485] Computational Fluid Dynamics Analysis on theWake Effect of Bridge Tower on High Side Vehicles: N. Zhang,

H. Bosch, J. SHen

• [7700] Cyber-physical systems approach to optimizationin wind engineering: parapet wall design: M. Whiteman, B.

Phillips, P.F. Cabán, F.J. Masters, J.A. Rice, J.R. Davis

• [7664] Wind Engineering Research at NSF: K. Mehta; P.W. Horn

• [1111] NHERI Network Coordination Office and SciencePlan: J. Ramirez, T. Smith , B. Edge, and W. Holmes

• [7675] DesignSafe: A Cyberinfrastructure for DataSharing and Analysis in Natural Hazards Engineering: E.Rathje, C. Dawson, J. Padgett, J.P. Pinelli, D. Stanzione,

F. Haan, Jr., and A. Kareem

• [7599] Processing Data from Hurricane Matthew inDesignSafe.ci: H. Gurram, C. Subramanian, J.P. Pinelli

• [7575] Overview of the NHERI Center for ComputationalModeling and Simulation of the Effect of Natural Hazards

on the Built Environment: S. Mahin, C. Crittenton, G. Deierlein, S. Govindjee, A. Kareem, L. Lowes, F. McKenna

and M. Schoettler

• [7654] A Theoretical Model for Rapid Estimates of Rainfallduring Tropical Cyclones: R. Snaiki, T. Wu

• [6508] Interior Damage of Residential Buildings due toWind-Driven Rain Intrusion: F. Raji, N. Miller, I. Zisis, J.P.

Pinelli, A. Chowdhury

• [6455] Ember flight modeling and experiments: N. B.Kaye and A. Tohidi

• [6521] Critical Scouring Velocity of Loosely Laid RoofAggregate: L. Doddipatla

Lunch

• [6543] UW NHERI RAPID Facility: Enablingthe Next- Generation of Natural Hazards

Reconnaissance: J. Wartman

Date Monday, May 22, 2017 Tuesday, May 23, 2017 Wednesday, May 24, 20171:00pm-2:30pm




Bluff Body Aerodynamics II Tornadoes II Tornadoes V

Meteorology II Catastrophe Modeling II Multi-Hazard Engineering

• [2626] Near surface longitudinal velocity positivelyskews with increasing aerodynamic roughness length:

P.F. Cabán, F. Masters

• [7692] Consistent analytical urban canopy layer velocityprofile for dense building arrangement: A. Awol, G.

Bitsuamlak, F. Tariku

• [1313] Evolutionary Spectra-based Time-varyingCoherence Function and Its Engineering Application:

Y. Jiang, L. Peng, G. Huang, X. Chen

• [9898] Developments in remote sensing of hurricanewinds from air and space: M. Powell

• [7606] Impact of the Latest Florida Building Code on theStatewide Hurricane Risk: B. Kordi, K. Ramanathan, T.

Johnson, F. Moghim, S. Bobby

• [7637] Assessing Climate Change Impact on U.S.Atlantic Hurricane Hazards - Sea Surface

Temperature Uncertainties: T. Le, F. Liu, W. Pang

• [7628] An application of cat modeling forhurricane risk mitigation using life cycle

analysis: R. Li, K. Ramanathan, T. Reinhold, C. Kafali

• [3578] Fragility analysis of steel roofing cladding:influence of wind loading correlation and wind

directionality: X. Ji, G. Huang, X. Zhang, G. Kopp

• [7574] Wind Damage Function and ExposureDatabase developed in the Framework of

Hurricane Loss Prediction Model: J. H. Oh, P.Apirakvorapinit, M. Gadhiya, S. Daneshvaran, B.

Pei

• [7639] Field Reconnaissance Following the Passage ofHurricane Matthew over Haiti’s Tiburon Peninsula: T. Kijewski-

Correa, A. Kennedy, K. Perry, D. Prevatt, S. Schiff, A. Taflanidis

• [7567] A Wireless Sensors Network System for SpatiallyResolved Storm Surge Measurements: S. Chintalapati, C.

Subramanian

• [7679] A Multi-Hazard Tropical Cyclone Disaster ImpactScenario Model for Queensland: R. Krupar III and M. Mason

• [6509] Structural behavior of aboveground storage tanksunder joint surge, wave, and wind loads: C. Bernier; J.

Padgett

• [7640] Spanwise Correlation of Vortex-inducedForce on Rectangular 5:1 Cylinder: Y. Sun, X.

Wang, H. Liao, M. Li

• [7584] Numerical simulation of aeroelasticinstability andbehavior of a rectangular prism

beyond critical: J. Wan, H. Liao, A. Kareem

• [6465] Aerodynamic Pressures Measured at Multiple Tapson the Surfaces of a Square Cylinder in Smooth Flow withVarious Angles of Attack: D. Yeo, M. Kovarek, I. Shinder,

and E. Simiu

• [7615] Effect of Topography on Tornado Flow Field: A.Razavi, P. Sarkar

• [7592] Development of a wind engineering fieldlaboratory to characterize transient winds: J. Nevill, F.

Lombardo

• [7608] Close to Ground Wind Field in a VortexChamber Using CFD: R. Selvam and D. Dominguez

• • [7627] Stochastic Simulation of Tornado Tracks for theContinental United States: F. Fan, W. Pang

• [ 7709] Effect of a tornado in rural areas of Jiangsuprovince in China: W. Fang, D. Pan, J.P. Pinelli, J. Hou

• [7694] An investigation of translation and static pressureeffects on tornado-induced peak pressures on low-risebuildings using the DesignSafe cyber infrastructure: F.L.

Haan, Jr. and P.P. Sarka

• [7573] Tornado Rates in China and Post-DisasterInvestigation of Tornado in China on June 23, 2016: R. Gao,

Q. Yang, T. Li, Y. Tamura

• [7641] The Influence of Tangential to TranslationalVelocity Ratio on Tornado Force Coefficients on Building

Using CFD: Majdi A. A. Yousef, R. Panneer, Selvam

• [6544] Numerical Simulation of Tornado-like flow in alaboratory-scale Ward-type Simulator: F. Yuan, G. Yan, R.

Honerkamp, K. Isaac

• [7587] Dynamic Coupling Effects on Long-SpanBridges Under Concurrent Wind, Traffic and

Earthquake: S Chen, Y.Zhou.

• [5698] Empirical Validation of Engineering-basedTornado Fragility Functions: D. Roueche, D.Prevatt, F. Lombardo, F. Haan

Date Monday, May 22, 2017 Tuesday, May 23, 2017 Wednesday, May 24, 2017Low-Rise Buildings II High-Rise and Super-Tall Buildings II

Computational Wind Engineering and Cyberphysical Modeling II

NHERI II

Other Structures and Wind Engineering Applications I

• [6494] Validation of CFD Models for a VirtualAerodynamics Laboratory: M.. Sitek, S. Lottes, C.

Bojanowski, H. Bosch

• [7630] Numerical Design of a Field MeasurementCampaign on Stanford’s Campus: J. Sousa, C. Gorlé

• [6562] Reproducing Tornado Spencer in CFD simulationbased on Doppler radar data: Y. Zhao, G.Yan, K. Isaac

• [7684] On the effects of minor changes in inlet winddirection on urban CFD simulations: Wise, D.J., Boppana,

V.B.L., Poh, H.J.

• [6529]Influence of damping and force hypotheses forevaluating ductility demand of structures subjected to time

history windloading: T. Sabbek, S. Langlois, F. Légeron

• [7622] The NHERI Wall of Wind Experimental Facility atFlorida International University: A. Chowdhury, P. Irwin, I.

Zisis, M. Refan

• [3131] NHERI Lehigh Experimental Facility: NaturalHazards Research Using Real-time Hybrid Simulation: J.

Ricles, R. Sause, C. Kolay, T. Marullo, C. Kusko

• [4658]Overview of the NHERI ExperimentalFacility at the University of Florida: F. Masters, J.

Rice, K. Gurley, D. Prevatt

• [4231] Precise simulation of partial boundary layersin wind tunnels: R. Catarelli, F. Masters, K. Gurley, J.Rice

• [7570] NSF Large-Scale, Shared-Use ExperimentalFacility for Coastal Wave/Surge and Tsunami Hazards:

D. Cox, P. Lomonaco, C. Higgins

• [6432] Time domain Analysis of Solar ConcentratorStructure under Gust Wind: B. Kaabia, S. Langlois, S.

Maheux, F. Légeron

• [6549] Single-Axis Solar Tracking Systems: State of theIndustry: M. Browne, S. Gamble, R. Erb, N. McKibben

• [7571] Wind Loads on a Full-Scale Photovoltaic ArrayCompared to Those on an Identical Model-Scale Array: T.

Johnston, M. Morrison, S. Stenabaugh, M. Gibbons, M. Browne, S. Gamble

• [6522] Anchorage and Envelope Wind Loads on Roof-Mounted Equipment: L. Doddipatla

• [6459] Experimental assessment of wind loads on span-wire traffic signals: I. Zisis, P. Irwin, B. Hajra, A.G. Chowdhury,

M. Matus

• [6454] Pressure coefficients on components andcladding from wind tunnel tests: D. Duthinh, M. Gierson, B.

Phillips, and J. A. Main

• [7617] Comparison of Design Loads for Performance-Based Design of Low-Rise Structures: S.M.A. Hoq and

J.P. Judd

• [6559] Development of an influence functionapproach to evaluate standing- seam-metal-roof responses under extreme wind loads: M. Nasiri, D.

Henderson, G. Kopp

Liu, Q. Yang, • [3523] Experimental Study of Wind Effects on

Monoslope, Classic, and Separated Sawtooth Roofs: X. Peng, A. Bouchard, D. Prevatt

•

• [7612] Analysis of aerodynamic configuration ofhigh-rise buildings in Mexico: Hernández-Barrios H.

and H. Iván • [7603] Effect of the spatial correlation on the

overpressure risk assessment for the mid/high-rise building envelop: S. Li, J.Galsworthy, J. Kilpatrick, M.

Chatten

• [7689] Gust-Front Factor: A Case Study of TropicalCyclone- Induced Wind Load Effects on Tall Buildings: H.

Wang, T. Wu

• [7695] A Performance-Based Design Framework for Wind-Excited Multistory Buildings: W. Chuang; S. Spence; A.Kareem

• [7633] Numerical Evaluation of Wind Effects on Lowand Mid Rise Hybrid Structures: K. Woldeyes, Y.

Shifferaw, T. Birhane, G. Bitsuamlak

• [7632] Structural Response of Lightweight CompositeWall Systems under Spatiotemporal Variation of Wind

Pressure: K. Woldeyes, Y. Shifferaw, T. Birhane, G.Bitsuamlak

• [7591] Influence of the vertical angle of attack inbuilding pressures using Quasi-Steady Theory: A.

Zaldivar de Alba, F. T. Lombardo

• [6561] Combined Shear and Uplift Testing of WoodShear Walls: S. Shadravan, C. D. Standohar-Alfano

Low-Rise Buildings IV


Codes and Standards II Resilience Panel Session on Development of the new ASCE Standard for Tornado Wind Speed Estimation

2:30pm-3pm

3:00pm-4:30pm




Thunderstorms and Downbursts Tornadoes III Tornadoes VI

• [7719] Thunderstorm wind directionality: D. Banks, D.Chen, A. Beyer-Lout

• [7659] A Simple Vortex Model of a ThunderstormDownburst – a Parametric Study: M. Jesson, M. Sterling

• [7620] A Preliminary Examination of StructuralFragility for a Cantilever Structure Subjected to

Thunderstorm Downburst Loading: V. Le, L. Caracoglia

• [6503] New Framework for Estimating Thunderstorm DesignSpeed: H. Aboshosha

• [1112] Recent Observations of Structural Damage in Non-Synoptic Wind Events: A. Jain

• [7721] Development and Validation of a Tornado DamageModel: P. Vickery, S. Banik, L. Twisdale Jr., and L. Phan

• [7672] Tornado Damage Modeling of Single Family WoodFrame House: S. S. Banik, P. J. Vickery, and L. A. Twisdale

• [7708] Probabilistic Analysis of EF Scale Windspeeds forTornado Hazard Analysis: Twisdale, Banik, Vickery,

Quayyum, Levitan, Phan

• [7707] A Methodology for Estimating Relative Safety ofTornado Refuge Areas: Twisdale, Mudd, and Levitan

• [6552] Tornado Damage Preservation via 3D RealityCapture: M. Mohammadi, R. Wood, J. Womble, D. Smith,

E. Louden

• [7611] A 3D Tornado Wind Field Model for Two-CellTornado Vortex: J. Wang, W. Pang, S. Cao, F. Fan

• [7658] Dual-Doppler Radar, In Situ Anemometric andGround Damage Observations of the 27 November 2014

Brisbane Supercell: R. Krupar III, M. Mason, D. Smith, J. Soderholm, A. Protat, W. Gunte

• [7690] Non-Synoptic Wind-Induced Response ofLong-Span Bridges: A Hybrid CFD-CSD-based

Approach: J. Hao, T. Wu

• [7662] Historical Development of Wind Speeds forStructural Design in the Commonwealth Caribbean

1952-2008: T. Gibbs FREng

• [7699] Development of New Wind Speed Maps for theASCE 7-16 Standard: M. Levitan, F. Lombardo, A. Pintar, P.

Vickery, E.Simiu

• [6497] Geographic Based Parameters for Design WindSpeeds: S. Schiff

• [7720] ASCE 7 Directionality Factor Revisited: P.

Vickery

• [7710] Performance-Based Design for Better Resilience: D.Agdas, M. Mason

• [7668] Quantifying Socio-Economic Impact of a Tornadoby Evaluating Population Dislocation as a Resilience

Metric at the Community Level: H. Masoomi, J. van deLindt, L. Peek, B. Ellingwood, H. Mahmoud, N. Wang, A.

Cerato, and K. Simonen

• [7576] Infrastructure resilience for hurricane hazards: S.Wang, J.L. Machado, X. He, E.J. Cha, D. Reed

• [6513] Date stamping strategy development fordetecting collapse period in Hurricane Resiliency

Index Time series: C. Zhu, D. Liang, B. Ewing

• [6558] Resilience Study of Elevated CoastalResidential Buildings subject to Strong Winds: J.

Weston, F. Pan, W. Zhang

Organizer: Marc Levitan, NIST

Panelists: Frank Lombardo, University of Illinois at Urbana-

Champaign Bill Coulbourne, Coulbourne Consulting

J. Arn Womble, West Texas A&MGreg Kopp, Western University

Networking Break

• [6527] Tornado Hazard Mapping for Tornado-Resistant Design of Buildings and Infrastructure: L.Phan, M. Levitan, L. Twisdale

• [7590] Effects of Aspect Ratio on Tornado-Like VorticesSimulated in a Large-Scale Tornado Simulator: Z. Tang, L.

Wu, C. Feng, Zuo and D. James


Wind Energy Catastrophe Modeling III Bridges

Utilities High-Rise and Super-Tall Buildings III

• [5241] Assessing the Wind-Induced Response ofHigh-Mast Illumination Poles (HMIPs) using Field

Data: Y.-C. Chen, L. Manuel, M.A. Morovat, D. Zuo

• [7609] Probabilistic Capacity Assessment of GuyedPortal Transmission Tower-Line System Subjected to

Strong Winds: X. Li, H. Niu, F. Pan, W. Zhang

• [7596] Structural Resiliency Assessment of a Single-circuit Overhead Distribution System under Extreme

Wind Hazard: H. Yuan, W. Zhang, J. Zhu, A. Bagtzoglou

• [7670] Hurricane Performance Assessment of PowerDistribution Lines Using Multi-scale Matrix-based

Reliability Analysis Method: Y. Darestani, A. Shafieezadeh

• [7671] An Equivalent Dynamic Boundary Model forEffects of Adjacent Spans in Overhead Distribution

Lines during Hurricanes: Y. Darestani, A. Shafieezadeh

• [7696] PC-NARX Metamodeling of Non-Linear andUncertain Wind Excited Dynamic Systems: W. Chuang; S.

Spence

• [6458] Experimental assessment of the effect of balconieson the wind load distribution on a high-rise building: L.

Ludena, A.G. Chowdhury, P. Irwin, M. Moravej, B. Hajra, I.Zisis

• [6467] On the validity of equivalent static windloads for tall building design: D. Yeo, S. Park, and E.

Simiu • [6474] Interference Effects on Wind Loads on Tall

Buildings: B. Chauhan, A. Ahuja

• [7568] The impact of time averaging of wind speed dataon wind comfort analysis: H. Sinh, S. Cammelli and M.

Burton

• [7602] Utilizing Radar-Measured Velocity Fields toProvide Extended Inflow Forecasts to Individual

Turbines Within a Wind Plant: J. Duncan Jr., B. Hirth,J. Schroeder

• [7586] Optimize the Wind Farm Layout Using a ModifiedGenetic Algorithm: J. Hu, Q. Yang, J. Zhang

• [3333] Wind Fields during the Evening Transition Periodand their Influence on Wind Turbine Loads: N.-Y. Lu, S. Basu,

L. Manuel

• [7572] Mitigation of Offshore Wind Turbines under Wind-wave loading: C. Sun

• [6511] Optimization of alternative towers for wind turbinesin low wind resource regions: A. Al-kaimakchi, S. Jung, M.

Rambo- Roddenberry, G. Amirinia

• [6487] A New Framework for Modeling Tropical CycloneHazard: B. Pei, S. Daneshvaran, E. Yonekura, J. Oh, M.

Gadhiya

• [7614] US Hurricane Wind Database with HazardCurves and Applications: P. Rawal, W. Pang, B. Pei

• [7610] Fragility Model for Hurricane-induced Damageto Tall Building Clusters with Application to UrbanResilience Analysis: Y. Guo and J. van de Lindt

• [7563] Wind Engineering Based Assessment ofBuilding Vulnerability – A Real-time Computational

Framework: J. Lin, and M. Rahnama

• [7661] Identification of Flutter Derivatives of Truss Deckfrom gust response: H. Lam, H. Katsuchi and H. Yamada

• [7581] Experiments to understand Dry Galloping of StayCablesand Conductor Cables in Single and Grouped

Configurations: M. Jafari, P. Sarkar

• [7656] Computational aerodynamic shape optimizationof long-span bridge decks –optimal fairing design for H-shaped decks: T. H. Birhane, G. T. Bitsuamlak, J. P. King

Date Monday, May 22, 2017 Tuesday, May 23, 2017 Wednesday, May 24, 2017Computational Wind Engineering and Cyberphysical

Modeling III Design Optimization Other Structures and Wind Engineering Applications II

Codes and Standards III Wind Damage Assessment

4:30pm EXPLORE Gainesville

(Harn Museum, Hippodrome, Downtown Restaurants and Entertainment)

Student Poster Session/Networking Reception

Break

7:00pm ACWE Banquet Dinner at Hilton

Closing Session

• [6502] Toward a Codification of Thunderstorm/DownburstWinds through a Gust Front Factor: Model-based and

Data-Driven Perspectives: A. Kareem, D. Kwon

• [7722] Development of Design Wind Speeds for GlobalLocations – Analysis of Extreme Straight Winds with

Surface Wind Speed Observations: F. Liu and P. Vickery

• [7676] Preliminary Design Guidelines for TemporarySecurement of Wind-Damaged Roof Assemblies: T. Smith,

AIA, RRC, F.SEI

• [6496] Comparison of IEC 61400-3 Recommendations forExtreme Load Conditions with Recently Observed Hurricane

Models: G. Amirinia, S. Jung

• [2589] A Comparison of AS/NZS1170.2 and CFD Predictionsof Wind Flow Over Simple Hill Shapes: R. Flay, A.A.S. Pirooz

• [7594] Natural Hazard and Damage Assessment ofBuilding Infrastructures in a Coastal Community: J. Zhu,

D. Wu, J. Weston, W. Zhang

• [7685] Analysis of Damage Data from Recent TropicalCyclones in Queensland: D. Smith, D.Henderson, R.

Krupar III, M.Mason

• [6554] Recent Advances in Remote-Sensing Assessmentsof Wind Damage: J. A. Womble, V. Patriani-Cardoso

• [7598] Effects of Hurricane Matthew on a Floridaresidence roof: H. Gurram, C. Subramanian, J.P. Pinelli

• [ 7582] Hurricane Matthew Multi-Hazard DamageSurvey: F. Habte, N. Kishi, and M. Simon

• [7580] Synthesized inflow turbulence generation methodsfor LES study of tall building aerodynamics: A. Melaku, G.

Bitsuamlak, A. Elshaer, H. Aboshosha

• [7636] Generating a turbulent inflow for LES of windloading: G. Lamberti, C. Gorlè

• [6536] Large eddy simulation of flow field overurban-like roughness using SGS model based on

turbulent structures: A. Ono, P. Van Phuc

• [6563] Partial Atmospheric Boundary Layer SimulationsUsing Flow Databases Based on the Precursor Method: L.

Shi, D. Yeo

• [7678] Tailoring of Long-span Bridge Decks toImprove their Aerodynamic Performance Using CFD

Based Optimization Method: Y. Fang, A. Kareem

• [5983] Influence controlled particle swarm fordiscrete optimization of wind sensitive steel

frames: P. Fernández Cabán, F. Masters

• [7697] Topology Optimization of Wind-Excited UncertainBuilding systems Subject to Performance Constraints:

from Life Safety to Habitability: A. Suksuwan; S. Spence

• [7698] 3D Performance-Based Topology Optimization ofUncertain Dynamic Tall Building Systems: X. Luo, S. Spence;

A. Kareem

• [7646] CFD-based Multi-objective AerodynamicShape Optimization of Twisted Tall Buildings: F. Ding,

A. Kareem, S. Spence

• [7624] Structural failures due to strong winds in non-windareas in Mexico: Hernández-Barrios H. and H. Iván

• [0254] Evaluation on Uncertainty of Peak Wind LoadEffect with Analytical Approaches: G. Huang, X. Ji

• [3251] Structural Response of Transmission LineConductors Under Thunderstorm Wind: A. Elawady

acwe preliminary agenda: may 21-24, 2017 gainesville, fl...

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