CONFERENCE PREPRINTS - VOLUME 1

ELEVENTH INTERNATIONAL CONFERENCEON WIND ENGINEERING

JUNE 2-5, 2DD3

HELD UNDER THE AUSPICES OF THE

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AMERICAN ASSOCIATION FOR WIND ENGINEERINGIs!i |

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PUBLICATIONS CDMMITTEE

D. SMITH, P. VANN, T. GILL, S. PHELAN, S. PARAMESWARAN, C.-B. CHANG

THE WIND iCIENCE AND ENGINEERING RESEARCH CENTER AT

TEXAS TECH UNIVERSITY

LUBBOCK, TEXAS 7 9 4 D 9

TABLE OF CONTENTS

Invited Speakers:INV_M2 A Tribute to Jack E. Cermak ii Wind Effects on Structures: 1

A Reflection on the Past and Outlook for the FutureA. Kareem

I N V T H 2 How have full-scale measurements improved the reliability of wind-loading codes? 29R. P. Hoxey, A. P. Robertson and P. J. Richards

INV_TH.3 Emerging Issues in Wind Engineering 49J. D. Holmes

I N V W 1 On aerodynamic limit to suspension bridges 65H. Xianga and Y. Ge

I N V W 2 Design issues for tall buidings from accelerations to damping - 81Tribute to Hatsuo Ishizahi and Vinod Modi -Y. Tamura

Bridges:A01.1 Forced and free motion aeroelastic tests on a new concept 115

dynamometric section model of the Messina suspension bridgeM. Belloli, M. Bocciolone, F. Resta and A. Tosi

A01.2 Messina Bridge Complex Aerodynamic Admittance Function Measurement 123A. Cigada, G. Diana and E. Zappa

A01.3 Comparative analysis of Messina Bridge - International benchmark study 131T. Miyata, H. Yamada and H. Katsuchi

A01.4 Effects of the yaw angle on the flutter derivatives and vortex shedding 139of the Messina multi-box girder deck sectionG. Diana, A. Zasso, F. Resta and D. Rocchi

AO1.5 Aerodynamic Stability and Wind Loads of the Cooper River Bridge Replacement 147S. Stoyanoff, D. Kelly, P. Irwin, J. Bryson and M. Abrahams

A01.6 Mechanisms of the torsional vortex-induced response of the Storebaelt Bridge 155J. M. TerrEs-Nicoli, G. A. Kopp and J. P. C. King

Low-rise:BO 1.1 Comparison of Full-Scale and CFD Results for the Silsoe 6m Cube 163

G. Knapp, N. Wright and J. Owen

B01.2 Full-Scale Testing of a Manufactured House in the Propwash of a C130 Aircraft 171D. A. Smith, K. Chappell, K. C. Mehta and C. W. Letchford

B01.3 Characteristic time scales of velocity and pressure events 179C. C. Chabalko, D. A. Jordan, M. R. Hajj and H. W. Tieleman

Table of Contents

BO 1.4 Quasi-steady theory and point pressures on a cubic building 187P. J. Richards and R. P. Hoxey

B01.5 Large Eddy Simulation of Turbulent Flows and Pressures on a Cube in an Artificial Wind 195S. Chikamatsu, K. Nozawa and T. Tamura

B01.6 Field Measurement on Wind Force on Roof Tiles 203H. Kawai and H. Nishimura

Climatology:COL 1 Forecasting Changes in Hurricane Risk over Time, A Case Study in North Carolina 211

V. Kumar, R. Davidson and D. Rosowsky

C01.2 Nor'wester Damage and Deaths in Bangladesh 221A. M. Dewan and R. E. Peterson

CO 1.3 Extreme wind speed distribution of WSW direction for Montevideo, Uruguay 229V. DuraOona and G. Perera

CO 1.4 The frequency of severe thunderstorm winds over the contiguous United States 237J. T. Schaefer, S. J. Weiss and J. J. Levit

CO 1.5 Wind Design for Mexico: A Review of the Period 1964-2003 245J. Snchez-Sesma, A. LUpez-LUpez, J. Aguirre Romano,C. J. MuOoz Black and J. I. Vilar Rojas

CO 1.6 Predictions of Wind Loads and Responses From Simulated Tropical Storm Passages 253N. Isyumov, M. J. Mikitiuk, P. C. Case, G. R. Lythe and A. Welburn

Monday Posters:M01 Determination of Flutter Derivatives Using the Forced Oscillation Method 261

with a Stochastical White Noise ExcitationD. Bergmann, U. Kaiser and S. Wagner

M02 Wind Hazard Mitigation of Long-span Bridges in Hurricanes 269C. S. Cai and S. R. Chen

M03 Computer modeling of bridge aeroelastic issues usinf FEM and moving grids 277R. P. Selvam, W. Gazel and H. Bosch

M04 Response Characteristics of Bridges with Two Main Girders 285K. Kimura, H. Nagashima, Y. Kubo and K. Kato

M05 Advanced aerostatic stability analysis of cable-supported bridges 293R. Xiao, J. Cheng, M. Xia and H. Xiang

Table of Contents

M06 Aerodynamic behaviour of cables against skew wind 301S. Cheng, P. A.Irwin, J. B. Jakobsen, J. Lankin,G. L. Larose, M. G. Savage, H. Tanaka and C. Zurell

M07 Identification of Aerodynamic Derivatives 309for Bridge Sections by Forced Oscillation MethodW. Wang, M. Li and X. Chen

M08 Discussions on Calculation Methods and Unfavorable Distributions of Equivalent 317Along Wind Loading on BridgesZ. Liu and A. Chen

M09 The role of aerodynamic derivatives and structural dynamics 325on flutter instabilities of bridge girdersM. Matsumoto, R. Shijo, A. Eguchi, T. Hikida and H. Tamaki

M10 Numerical simulation on the dynamic response of a suspension bridge 333with mass eccentricity under wind actionF.-M. Fang, R. H. Chen, Y. C. Li, C. C. Chen and T. C. Liang

Mi l Effects of road surface roughness and vehicle suspension on vehicle 341accidents due to a sudden crosswind gustY. L. Xu and W. H. Guo

M12 Analysis of wind loading using Spectral Proper Transformation: 349application to a square cylinder and a bridge deckE. T. de Grenet and F. Ricciardelli

M13 Wind Tunnel Analysis of the Behaviour of Different Section Configurations 357for Two Cable Stayed Bridges

M. M. Rocha, A. M. Loredo-Souza, M. J. Paluch and G. J. Z. NOez

M14 Identification of Eighteen Flutter Derivatives 365A. G. Chowdhury and P. P. Sarkar

M15 Sectional model experiments at high Reynolds number for the deck 373of a 1018 m span cable-stayed bridgeG. L. Larose, S. V. Larsen, A. Larsen, M. Hui and A. G. Jensen

M16 Calculation of Unsteady Aerodynamic Forces by CFD 381and their Comparison with Measured Values

H. Sato, J. Murakoshi, K. Fumoto and M. Miyazaki

M17 Modeling of Rain-wind induced vibrations 389U. Peil, N. Nahrath and O. Dreyer

M18 Characterization of the main Parameters of Rain Wind induced Vibrations 397D. Schwarzkopf and G. Sedlacek

M19 Typhoon Damage Analysis of Transmission Towers in Japan 405E. Tomokiyo, J. Maeda, N. Ishida and Y. Imamura

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M20 Wind load reinforcement of steel-tube transmission towers in operation 413S. Ebihara, Y. Imamura , J. Maeda and M. Matsunaga

M21 Characteristics of Wind Forces on a Triangular Telecommunications Steel Tower 421A. Hayakawa, T. Ohkuma, K. Hiramatsu, T. Yanai, H. Akagi, S. Sugiyama and A. Honda

M22 Wind-excited response of harbor crane structural elements 429A. Freda, L. C. Pagnini and G. Piccardo

M23 Dynamic interaction of wind-vehicle-bridge system 437Y. Li, S. Qiang and H. Liao

M24 Study of Wind Effects on Fire and Rescue Vehicles 445J.-P. Pinelli, C. Subramanian, V. Chakravarthi and M. Plamondon

M25 Effect of Cross Winds on High Speed Trains: Development 453of a New Experimental MethodologyS. Sanquer, C. BarrE , M. Dufresne de Virel and L.-M. ClEon

M26 Pedestrian non-comfort and risk study for the Telecommunication Tower of ANTEL 461and proposals of remedial solutions

J. Cataldo and V. Dura6ona

M27 Wind Exposure of Outdoor Areas Management of the Work Versus the Limits 469of Use of the Lifting MachinesS. Moreaua and J. Gandemer

M28 Flow around three rectangular cylinders arranged in connected and separated Y-shape 477Z. Gu and Y. Li

M29 Aerodynamic Admittance Function of Tall Buildings 487Y. Zhou and A. Kareem

M30 Aeroelastic Across-wind Response of a Tapered Tall Building 495Y. M. Kim, K. P. You, J. E. Cho and H. Y. Kim

M31 Simplified Evaluation of Across-wind and Torsional Dynamic Responses 503of Rectangular Tall Buildings Under Wind LoadsS. Liang, Q. S. Li, H. Li and L. Han

M32 Design Wind Loads on Tall Buildings: 511A Wind Tunnel Data Based Expert System ApproachJ. Wang, C.-M. Cheng and P. T. Tens

M33 Near-Resonance Behavior of a Visco-Elastically Damped Building Building 519Model Under Uniform FlowK. Kasai, T. Tamura, D. Sato and M.-H. Tsai

M34 Vibration Measurements of Tall Buildings in Korea 527S.-W. Yoon, Y.-K. Ju and S.-B. Kim

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M35 Local Wind Forces Acting on Tall Buildings 535N. Lin, O. Nakamura, B. Liang and Y. Tamura

M36 Performance of building cladding in urban environments under extreme winds 543T. Williams and A. Kareem

M37 Probabilistic Dynamics of Wind Excitation on Glass Facade 551Y. Nakagami and J.-D. Woerner

M38 Equivalent linearization of stationary coefficients for spectral calculations 559A. de la Foye and C. BarrE

M39 New Hybrid Vibration Technique with Multi-Channel Air-Pressure Sensors 567for Simulating Aerodynamic Vibrations of Structures in a Wind TunnelT. Matsuyama, M. Kanda and E. Maruta

M40 The effect of time-constants on the response of very large structures 575A. P. Jeary

M41 Time frequency attributes of wind pressure and empirical mode decomposition 583J. Naprstek and S. Pospisil

M42 Measurement of wind-induced response of buildings 591using RTK-GPS and integrity monitoringA. Yoshida, Y. Tamura, M. Matsui, S. Ishibashi and L. C. Pagnini

M43 Experimental study of aerodynamic interference effects between two tall buildings 599P. Huang and M. Gu

M44 Modeling of wire rope spring tuned mass dampers 607B. J. Vickery and R. R. Gerges

M45 Wind-Tunnel Experiment of a Viscoelastically Damped Building Frame 617K.-P. Cho, J. E. Cermak, M. Lai and Y. Tamura

M47 Wind Load Analysis of High Rise Structures 625S. B. Gnanappa, R. Murugesan and B. Sakthivel

M48 Wind loads on tall buildings considering directionality 633M. Matsui, Y. Tamura and S. Tanaka

Bridges:A02.1 Towards a 3D indicial functions model in bridge decks aeroelasticity 641

C. Borria and C. Costa

A02.2 The Analysis of Wind-Induced Static Displacements 649and Flutter for Long-Span SuspensionBridges Using Steady and Unsteady Aerodynamic Forces Measuredat High Reynolds NumbersK. Matsuda, K. R. Cooper and H. Tanaka

Table of Contents

AO2.3 Aerostatic stability analysis of suspension bridges under parametric uncertainty 657J. Cheng and R. Xiao

A02.4 Coupling of Water Tunnel Measurements on Bridge Decks 665with Numeric Structural DynamicsD. Bergmann, U. Kaiser and S. Wagner

A02.5 Aerodynamic derivatives from buffeting response of a flat plate model 673with stabilizing wingletsJ. B. Jakobsen, M. G. Savage and G. L. Larose

A02.6 Spanwise Coherent Structure of Surface Pressure on a 2-D Bluff Body 681M. Matsumoto, H. Shirato, T. Haramura and Y. Odawara

Internal pressures and ventilation:B02.1 Estimation of internal pressure of separated room

M. Okazaki, S. Kawamura, T. Taniguchi and Y. Taniike

B02.2 Methods for Controlling Airflow in and around Building under Cross-Ventilationto Improve Indoor Thermal ComfortA. Mochida, H. Yoshino, T. Takeda and T. Kakegawa

B02.3 Internal Pressure with Internal PartitioningR. N. Sharma

B02.5 Pressure Distributions Behind Double Facades the Implications for Natural VentilationR. Potangaroa and R. Aynsley

B02.6 Ventilation of double facades by external dynamic wind pressureB. D'ring, C. Ziller and M. Hortmanns

Codification:C02.1 Combination Factors for Wind and Snow Loads Derived from Measured Data

O. Kraus, M. Hortmanns, G. Sedlacek and V. H^gle

C02.2 Probabilistic description of wind effects and wind loadfactors for database-assisted designS. M. C. Diniz and E. Simiu

C02.4 Introduction and Some Observations on the 2002 Chinese Wind Load CodeX. Zhang

CO2.5 Load factors with wind directionality effects for wind resistant designJ. Kanda, T. Itoi, H. Choi and T. Takada

C02.6 3-Second Duration Loads to Design Blast Resistant Laminated GlassH. S. Norville and E. J. Conrath

Table of Contents

Bridges:A03.1 Modal Damping of Cable-supported Bridges: Database and Theoretical Analysis 773

Z. Guo and A. Chen

A03.2 Reliability Against First Passage Failure of Suspension Bridges for Random Wind Force 781T. K. Datta and S. Pourzeynali

A03.3 Probabilistic Approach of Structural Reliability applied to Bridge Components 789E. Dragomirescu, T. Miyata, H. Yamada and H. Katsuchi

A03.4 Probabilistic reassessment and calibration for flutter instability of cable-supported bridges 797Y. Ge, Z. Zhou and H. Xiang

A03.6 Buffeting Reliability Analysis of Long-span Cable-stayed Bridges 805by the First Passage MechanismG. Liu, J. H. Lin, K. M. Shum and X. W. Wang

Low-rise:B03.1 wind-induced coupling dynamic response of closed membrane structrues 813

S. Bingnan, M. Guodong and L. Wenjuan

B03.2 Stochastic Models for Wind, Wind-induced Pressure, and Structural Response 821of a Purlin Measured in Full ScaleN. Zhou, D. A. Smith and K. C. Mehta

B03.3 Numerical simulation of air flow around free-standing walls using different k-e models 829O. O. Badrana, J. B. Davis and A. E. Holdo

B03.4 Computer modeling of the tornado-structure interaction: investigation of 837structural loading on cubic buildingR. P. Selvam and P. C. Millett

Vehicle Aerodynamics:C03.1 Measurements of the Cross Wind Forces on Trains 845

C. J. Baker, J. Jones, F. Lopez-Calleja and J. Munday

C03.2 Dynamic performance of driving vehicles on long-span bridges under 853hurricane-induced strong windsS. R. Chen and C. S. Cai

CO3.3 Safety of High-Sided Vehicles Running over a Cable-Stayed Bridge Subjected 861to a Sudden Crosswind GustW. H. Guo and Y. L. Xu

C03.4 Designing a wind alarm system for the TGV-MediterranEe 869D. Delaunay, L. M. ClEon, C. SacrE, F. Sourget and P.E. Gautier

CO3.5 Wind tunnel tests for the identification of the aerodynamic forces on rail vehicles 877M. Bocciolone, F. Cheli, R. Corradi, G. Diana and G. Tomasini

Table of Contents

C03.6 Wind Tunnel Test Method to Study Out-of-Service TowerCrane Behaviour in Storm WindsD. Voisin, G. Grillaud, C. Solliec, A. Beley-Sayettat, J-L. Berlaud and A. Miton

What Consultants want from Wind Engineers:D03.2 Computational Wind Engineering for Real Buildings

G. Palmer, B. Vazquez, G. Knapp and N. Wright893

Bridges:A04.1 Anatomy of Bridge Flutter: Some New Insights 901

X. Chen and A. Kareem

A04.2 The Use of Indicial Functions in Bridge Response Assessment 909L. Caracoglia and N. P. Jones

A04.3 Combined Flutter and Buffeting Analysis in Time Domain for Long-span Bridges 917C. Yinghong, X. Haifan and Z. Ying

A04.4 3DOF Coupling flutter analysis for long-span bridges 925Y. Yang, Y. Ge and H. Xiang

A04.5 Quasi-steady CFD Approach for Simulating Fluid-Structure Interaction 933U. Y. Jeong and S.-D. Kwon

A04.6 Aerodynamic derivatives from simulated indicial functions 941A. Larsen

Low-rise:B04.1 Wind-tunnel investigation of point pressure on TTU test building

M. Endo, B. Bienkiewicz and H. J. Ham

B04.2 Characteristics of roof peak pressures on model of the TTU test buildingH. J. Ham and B. Bienkiewicz

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B04.3 Characterization of Fluctuating Surface Pressures from two Locations on aSurface-Mounted Rectangular PrismH. W. Tieleman, Z. Ge, M. R. Hajj and T. A. Reinhold

B04.4 Wind pressures around non-rectangular planform buildingsS. M. Morse and C. W. Letchford

B04.5 Wind Pressure Loads on L- and U-Shaped BuildingsM. G. Gomes, A. M. Rodrigues and P. Mendes

B04.6 Wind Loads on Screen EnclosuresT. A. Reinhold, J. Belcher, D. Miller and C. Everley

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Damage Models:C04.1 Classification of Structural Models for Wind Damage Predictions in Florida 999

J.-P. Pinelli, L. Zhang, C. Subramanian, A. Cope, K. Gurley, S. Gulati and S. Hamid

C04.2 Hurricane Damage Prediction Model for Residential Structures 1007E. Simiu, J.-P. Pinelli, C. Subramaniam, L. Zhang, A. Cope,K. Gurley, J.J. Filliben and S. Hamid

C04.4 The HAZUS-MH Hurricane Model 1015F. Lavelle, P. J. Vickery, B. Schauer, L. A. Twisdale and E. Laatsch

C04.5a Wind damage / disaster model, Part 1: generic algorithm 1023A. M. Goliger, J. V. Retief and H. J. Niemann

C04.5b Wind damage / disaster model, Part 2: application 1031A. M. Goliger, J. V. Retief and H. J. Niemann

Wind Effects on Commercial Roofs:D04,1 Enhancing Wind Performance of Roof Systems: Bridging the Gaps between 1039

Scientific Understanding, Expert Knowledge and Ordinary PractitionersT. L. Smith

D04.2 Wind Load Mechanisms and Wind Stability Testing of Roofing Systems 1047H.J. Gerhardt

D04.3 Modeling Standing Seam Roofs 1055H. M. Ali and P. E. Senseny

D04.4 Testing of Metal Roofing Systems under Simulated Realistic Wind Loads 1065R. R. Sinno, D. Surry, S. Fowler and T. C. E. Ho

D04.5 Design Guidelines for the Wind Uplift Resistance 1073of Architectural Metal Roofing SystemsA. Baskaran and H. Ham

D04.6 Full-scale uplift tests on the roof element of a low-rise building 1081N. Lakshmanan, S. Selvi Rajan, S. Arunachalam and G. Ramesh Babu

Tuesday Posters:T01 Correction Algroithm for Response and Phase in Fluctuating Pressure Measurements 1089

R. E. Akins and C. C. Moreland

T02 Pressure measurements on a square prism using a digital pressure scanning system 1095Y. F. Li, R. G. J. Flay and P. J. Richards

T03 Performance Of Windtechis Slatted Roof Blockage Tolerant 1103Boundary Layer Wind Tunnel in 3D FlowL. J. Aurelius and A. W. Rofail

Texas Tech University • Wind Science & Engineering

Table of Contents

T04 Design Gust Wind Speeds for a Tropical Cyclone Affected Region 1111S. P. Rattan and R. N. Sharma

T05 A Comparative Study of Cycle Counting Methods with 1119Application to Wind-Induced FatigueS. Kumar, M. Browne and S. Stoyanoff

T06 Natural ventilation in a 6m cube - fullscale & CFD investigation 1127T. Yang, N. G. Wright, D. W. Etheridge and A. D. Quinn

T07 The Performance of a Roof-Mounted Natural Ventilator 1135A. D. Shea, A. P. Robertson, W. I. Aston and N. M. Rideout

T08 A Numerical Study of Flow over a Prismatic Building 1143S. K. Maharana, A. K. Ghosh and D. Padhi

T09 CFD Analysis of Flow around a Cube using Revised k-e Model Based 1149on Mixed Time Scale ConceptA. Mochida, T. Shirasawa, H. Yoshino, S. Murakami and Y. Tominaga

T10 Numerical Simulation of Flow Field around Building 1157Y. Qiu, W. Zhu and H. Yang

Tl 1 Comparison of Numerical and Wind Tunnel Simulation of Wind Loads on 1167Domed Structures in Different Roughness Upwind AreasC.-H. Chang

T12 Challenges in processing full-scale data associated with a low-rise building 1175L. Caracoglia and N. P. Jones

T13 Unsteday wind loading on a low-rise Building 1183M. Sterling, C. J. Baker and R. P. Hoxey

T14 A Comparison of Load Effects on a Frame Using Full and Model Scale Data 1191S. Jain and D. A. Smith

T15 Pressures on the TTU model in a boundary layer flow simulated 1199in an aerodynamic wind tunnelK. Kwon, B. Sung and S. O. Park

T16 Design Wind Pressures on Low-rise Gable and Hip Roof Buildings with Overhangs 1207K. Narayan, K. Kumar and P. Krishna

T17 Fluctuating wind pressures across gable-end buildings 1213J. D. Ginger

T18 Wind loads on low buildings with various parapet configurations 1221C. Mans, G. Kopp and D. Surry

T19 Interference Effects on Wind Induced Pressures on Gable Roof 1229N. Kwatra, P. N. Godbole and P. Krishna

Texas Tech University • Wind Science & Engineering

Table of Contents

T20 Shielding Effects on Manufactured Home 1235A. Gurley, E. W. Kiesling and C. W. Letchford

T21 Experimental modeling of a four steel tanks battery 1243C. Iamandi, A. Georgescu and C. Erbasu

T22 Wind Loading of Flat Profile Fabric Roofs 1251A. M. Vitale and C. W. Letchford

T23 Wind Tunnel Measurements on Wind Effects on Space 1259Frames with Simulation of TerrainM. Paramasivam, M. Santhosh Kumar, S. Nadaraja Pillai and K. Jayaraman

T24 Integration of Wind Tunnel Results on a Space Grid 1267Roof for Predicting it is Modal ResponseM. S. Kumar, M. Paramasivam, S. N. Pillai and K. Jayaraman

T25 Wind loads and wind load effects for arched roofs 1275M. Kasperski

T26 Wind loads on a timber arch building using the LRC Method 1283T. C. E. Ho and B. Sparling

T27 United States Standard ASCE 7: Significant Changes in 2002 1293H.He and K. C. Mehta

T28 Procedure for Assessing Wind damage to Wood-Framed Residences 1301T. P. Marshall, W. F. Bunting and J. D. Wiethorn

T29 Size Limits for Residential Shelters 1309E. W. Kiesling, A. Budek, J. Davidson, L. Qiao and M. Zain

T30 Risk Mitigation: Individual and Market Behavior 1317J. B. Kruse and K. M. Simmons

T31 Application for Predicting Wind Damage 1325J. Ray and D. A. Smith

T32 The Classification of Single-Family Residential Buildings 1333for Hurricane Damage and LossL. A. Twisdale and P. J. Vickery

T33 A motion simulator to investigate effects of wind-induced building motion 1341M. Burton, R.O. Denoon, R. D. Roberts, K. C. S. Kwok and P. Hitchcock

T34 A Qualitative Possibility Theory Approach on an Illustrative Example: 1349The Hurricane Evacuation DecisionT. Tiglioglu, X. Gilliam and J. B.Kruse

T35 Modeling Cyclones in India for Risk Management 1357S. Francis, J. Sinha and A. Krowidi

T36 Elicitation Process of Enhancing F-Scale for Tornado IntensitiesS. Mani, J. McDonald and K. C. Mehta

T37 Numerical simulation of pressure on 2D geometry of TTU test buildingJ. Chung, B. Bienkiewicz and M. Endo

T38 Guidelines for Design of Roof Sheathing FastenerSchedules to Resist Uplift in High WindsT. A. Reinhold, J. Mitrani, R. Alvarez and E. G. Sutt

T39 Calculation of unsteady aerodynamic forces by CFDand their comparison with measured valuesH. Sato, J. Murakoshi, K. Fumoto and M. Miyazaki

T40 Feasible Implementation of Robust Response Controlfor Highrise Building Using LMI-Based ApproachJ.-C. Wu, W.-C. Leu and W.-C. Hsu

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Bridges:A05.1 Evaluation of Response Prediction Methodology for Long-Span

Bridges Using Full-Scale MeasurementsE. Ozkan and N. P. Jones

A05.2 Theoretical and numerical evaluation of the turbulence effectson the aeroelastic stability of long span bridgesP. DiAsdia, S. NoE and V. Sepe

A05.3 Case study on buffeting response of a long suspension bridge under skew windL. D. Zhu and Y. L. Xu

A05.4 Full-scale measurement of the Akashi-Kaikyo BridgeH. Katsuchi, T. MIyata, H. Yamada and K. Hata

A05.5 Identification of aeroelastic parameter of flexible bridge decksby random discrete vortex methodZ. Zhou, A. Chen and H. Xiang

A05.6 Wind-Tunnel Tests With the Chacao Double Suspension BridgeS. V. Larsen and A. Larsen

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Low-rise:B05.1 The NIST Aerodynamic Database for Wind Loads on Low Buildings 1455

T. C. E. Ho, D. Surry, D. P. Morrish and G. A. Kopp

B05.2 Wind-Tunnel Model Scale and Estimates of Wind Effects on Low-Rise Buildings 1463M. A. Riley and E. Simiu

B05.3 Use of Proper Orthogonal Decomposition in Analysis 1471of Wind-Induced Response of StructuresZ.-H. Ni, Q.-Q. Tao, Z.-N. Xie and B.-Q. Shi

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B05.4 Design wind loads for duo-pitched roofs 1479M. Kasperski

B05.5 Wind Tunnel and Uniform Pressure Testing of a Standing Seam Metal Roof Model 1487S. Farquhar, G. A. Kopp and D. Surry

B05.6 Equivalent Static Wind Loading on Buildings: A New Perspective 1495X. Chen and A. Kareem

Economics:COS. 1 Windstorm Vulnerability Assessment of Tiled Roofs in the UK 1503

with a Damage Function based on Structural Reliability AnalysisC. Georogopoulos and B. Lee

C05.2 Tornado Protection: An Analysis of Market and Policy Actions 1513after the May 1999 Tornadoes

W. L. Ridley, K. M. Simmons and D. Sutter