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Page 1: Computational Structural Engineering - Home - Springer978-90-481-28… ·  · 2017-08-24Computational Structural Engineering ... Zeliang Yao and Guoliang Bai Seismic Behavior and

Computational Structural Engineering

Page 2: Computational Structural Engineering - Home - Springer978-90-481-28… ·  · 2017-08-24Computational Structural Engineering ... Zeliang Yao and Guoliang Bai Seismic Behavior and

Yong Yuan • Junzhi Cui • Herbert A. Mang

Editors

Computational StructuralEngineering

Proceedings of the International Symposium onComputational Structural Engineering, held inShanghai, China, June 22–24, 2009

Organisors

Tongji UniversityChinese Academy of EngineeringVienna University of Technology

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Editors

Yong Yuan Junzhi Cui Herbert A. MangTongji University Academy of Mathematics Vienna University of TechnologyShanghai and System Sciences AustriaChina Beijing, China

ISBN-13: 978-90-481-2821-1 e-ISBN-13: 978-90-481-2822-8

Library of Congress Control Number: 2009928775

© 2009 Springer Science+Business Media, B.V.No part of this work may be reproduced, stored in a retrieval system, or transmittedin any form or by any means, electronic, mechanical, photocopying, microfilming, recordingor otherwise, without written permission from the Publisher, with the exceptionof any material supplied specifically for the purpose of being enteredand executed on a computer system, for exclusive use by the purchaser of the work.

Printed on acid-free paper

9 8 7 6 5 4 3 2 1

springer.com

Springer Dordrecht Heidelberg London New York

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Table of Contents

Preface xix

International Advisory Committee xxi

Scientific Committee xxiii

Organizing Committee xxv

Supporting Organizations and Sponsors xxvii

Invited Papers

Computational Multi-Scale Methods and Evolving Discontinuities 3René de Borst

Damage Cumulation Analysis of Welded Joints under Low Cycle Loadings 11Zuyan Shen and Aihui Wu

Ageing Degradation of Concrete Dams Based on Damage MechanicsConcepts 21Somasundaram Valliappan and Calvin Chee

Multi-Scale and Multi-Thermo-Mechanical Modeling of CementitiousComposites for Performance Assessment of Reinforced ConcreteInfrastructures 37Koichi Maekawa

Statistical Multi-Scale Method of Mechanics Parameter Prediction forRock Mass with Random Cracks/Joints Distribution 49J.Z. Cui, Fei Han and Y.J. Shan

Computational Simulation Methods for Composites Reinforced by Fibres 63Vladimír Kompiš, Zuzana Murcinková, Sergey Rjasanow,Richards Grzhibovskis and Qing-Hua Qin

Underground Structures under Fire – From Material Modeling of Concreteunder Combined Thermal and Mechanical Loading to Structural SafetyAssessment 71Thomas Ring, Matthias Zeiml and Roman Lackner

v

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vi Table of Contents

Computational Multiscale Approach to the Mechanical Behavior andTransport Behavior of Wood 79K. Hofstetter, J. Eitelberger, T.K. Bader, Ch. Hellmich and J. Eberhardsteiner

The Finite Cell Method: High Order Simulation of Complex Structureswithout Meshing 87Ernst Rank, Alexander Düster, Dominik Schillinger and Zhengxiong Yang

Theoretical Model and Method for Self-Excited Aerodynamic Forces ofLong-Span Bridges 93Yaojun Ge and Haifan Xiang

Structural Stability

Imperfection Sensitivity or Insensitivity of Zero-Stiffness Postbuckling . . .That Is the Question 103Xin Jia, Gerhard Hoefinger and Herbert A. Mang

A Step towards a Realistic Probabilistic Analysis of Buckling Loads ofBridges 111Ahmed Manar, Kiyohiro Ikeda, Toshiyuki Kitada and Masahide Matsumura

Parametric Resonance of the Free Hanging Marine Risers in Ultra-DeepWater Depths 119Hezhen Yang and Huajun Li

Simulation of Structural Collapse with Coupled Finite Element-DiscreteElement Method 127Xinzheng Lu, Xuchuan Lin and Lieping Ye

Tunnel Stability against Uplift Single Fluid Grout 137Fangqin Yang, Jiaxiang Lin, Yong Yuan and Chunlong Yu

Effects of Concentrated Initial Stresses on Global Buckling of Plates 145A.Y.T. Leung and Jie Fan

Application of a Thin-Walled Structure Theory in Dynamic Stability ofSteel Radial Gates 153Zhiguo Niu and Shaowei Hu

Research on the Difference between the Linear and Nonlinear Analysisof a Wing Structure 159Ke Liang and Qin Sun

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Table of Contents vii

A New Slice Method for Seismic Stability Analysis of ReinforcedRetaining Wall 167Jiangqing Jiang and Guolin Yang

Hysteretic Response and Energy Dissipation of Double-Tube BucklingRestrained Braces with Contact Ring 173Zhanzhong Yin, Xiuli Wang and Xiaodong Li

Seismic Engineering

Numerical Simulation and Analysis for Collapse Responses of RC FrameStructures under Earthquake 183Fuwen Zhang, Xilin Lu and Chao Yin

High-Order Spring-Dashpot-Mass Boundaries for Cylindrical Waves 193Xiuli Du and Mi Zhao

Unified Formulation for Real Time Dynamic Hybrid Testing 201Xiaoyun Shao and Andrei M. Reinhorn

Research on Seismic Response Reduction of Self-Anchored SuspensionBridge 209Meng Jiang, Wenliang Qiu and Baochu Yu

Seismic Response of Shot Span Bridge under Three Different Patternsof Earthquake Excitations 217Daochuan Zhou, Guorong Chen and Yan Lu

Seismic Response Analysis on a Steel-Concrete Hybrid Structure 227Zeliang Yao and Guoliang Bai

Seismic Behavior and Structural Type Effect of Steel Box Tied Arch Bridge 235Jin Gan, Weiguo Wu and Hongxu Wang

The Seismic Behavior Analysis of Steel Column-Tree Web Connection withBolted-Splicing 243Yuping Sun and Liping Nie

Direct Displacement-Based Seismic Design Method of High-Rise BuildingsConsidering Higher Mode Effects 253Xiaoling Cui, Xingwen Liang and Li Xin

Rotational Components of Seismic Waves and Its Influence to the SeismicResponse of Specially-Shaped Column Structure 267Xiangshang Chen, Dongqiang Xu and Junhua Zhang

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viii Table of Contents

Seismic Assessment for a Subway Station Reconstructred withinHigh-Rise Building 273Zhengkun Lin, Zhiyi Chen and Yong Yuan

A Simplified Method for Estimating Target Displacement of Pile-SupportedWharf under Response Spectrum Seismic Loading 281Pham Ngoc Thach and Shen Yang

The Fractal Dimensionality of Seismic Wave 291Lu Yu and Zujun Zou

Chaotic Time Series Analysis of Near-Fault Ground Motions and StructuralSeismic Responses 301Dixiong Yang and Pixin Yang

Parameters Observation of Spatial Variation Ground Motion 309Yanli Shen, Qingshan Yang and Lingyan Xuan

Inelastic Response Spectra for Bi-directional Earthquake Motions 319Feng Wang

Seismic Dynamic Reliability Analysis of Gravity Dam 331Xiaochun Lu and Bin Tian

Application of Iterative Computing of Two-Way Coupling Technique inDynamic Analysis of Sonla Concrete Gravity Dam 341Trinh Quoc Cong and LiaoJun Zhang

Full 3D Numerical Simulation Method and Its Application to SeismicResponse Analysis of Water-Conveyance Tunnel 349Haitao Yu, Yong Yuan, Zhiyi Chen, Guanxi Yu and Yun Gu

Dynamic Interactions

Comparison of Different-Ordered Polynomial Acceleration Methods 361Changqing Li and Menglin Lou

An Effective Approach for Vibration Analysis of Beam with ArbitrarySections 375Shuang Li, Changhai Zhai, Hongbo Liu and Lili Xie

Analyses on Vortex-Induced Vibration with Consideration of StreamwiseDegree of Freedom 383Changjiang He, Zhongdong Duan and Jinping Ou

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Table of Contents ix

Equivalent Static Loading for Ship-Collision Design of Bridges Based onNumerical Simulations 391Junjie Wang and Cheng Chen

Signature Turbulence Effect on Buffeting Response of a Long-Span Bridgewith a Centrally-Slotted Box Deck 399Ledong Zhu, Chuanliang Zhao, Shuibing Wen and Quanshun Ding

Simulation of Flow around Truss Girder with Extended Lattice BoltzmannEquation 411Tiancheng Liu, Gao Liu, Hongbo Wu, Yaojun Ge and Fengchan Cao

Computational Comparison of DES and LES in Channel Flow Simulation 417Zhigang Wei and Yaojun Ge

A Micro-Plane Model for Reinforced Concrete under Static and DynamicLoadings 425Junjie Wang, Bifeng Ou, Wei Cheng and Mingxiao Jia

Behavior Optimization of Flexible Guardrail Based on Numerical Simulation 435Peng Zhang, Deyuan Zhou and Yingpan Feng

A Stochastic Finite Element Model with Non-Gaussian Properties forBridge-Vehicle Interaction Problem 445S.Q. Wu and S.S. Law

Numerical Analysis on Dynamic Interaction of Mega-Frame-RaftFoundation-Sand Gravel Soil Structure 453Bin Jia, Ruheng Wang, Wen Guo and Chuntao Zhang

Fluid and Structures

Structural Static Performance of Cable-Stayed Bridges with Super LongSpans 461Jinxin Cao, Yaojun Ge and Yongxin Yang

Parametric Oscillation of Cables and Aerodynamic Effect 469Yong Xia, Jing Zhang and Youlin Xu

CFD Numerical Simulation of Vortex-Induced Vibration of a Stay Cableunder a Wind Profile 477Wenli Chen and Hui Li

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x Table of Contents

Aerodynamic Interference Effect between Large Wind Turbine Bladeand Tower 489Nianxin Ren and Jinping Ou

Windborne Debris Damage Prediction Analysis 497Fangfang Song and Jinping Ou

Engineering Characteristics Analysis of Typhoon Wind Field Based on aMesoscale Model 505Xing Tang and JinPing Ou

Geometrical Nonlinearity Analysis of Wind Turbine Blade Subjected toExtreme Wind Loads 521Guoqing Yuan and Yu Chen

Dynamic Response and Reliability Analysis of Wind-Excited Structures 529Zhangjun Liu and Jie Li

Wind-Induced Self-Excited Vibration of Flexible Structures 537Tingting Liu, Wenshou Zhang, Qianjin Yue and Jiahao Lin

Evaluation of Strength and Local Buckling for Cooling Tower withGas Flue 545Shitang Ke, Yaojun Ge and Lin Zhao

Numerical Study on Vortex Induced Vibrations of Four Cylinders in anIn-Line Square Configuration 553Feng Xu, Jinping Ou and Yiqing Xiao

Dynamic Response Analysis of TLP’s Tendon in Current Loads 569Gongwei Yan, Feng Xu, Hang Zhu and Jinping Ou

Flutter Performance and Surrounding Flow Structures of Central-SlottedBox Girders 577Yongxin Yang, Yaojun Ge and Wei Zhang

Dynamic Analysis of Fluid-Structure Interaction on Cantilever Structure 587Jixing Yang, Fan Lei and Xizhen Xie

Mechanical Modeling of Wood and Wood Products

A Computational Approach for the Stress Analysis of Dowel-TypeConnections under Natural Humidity Conditions 597Stefania Fortino and Tomi Toratti

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Table of Contents xi

FE-Based Strength Analysis of Penglai Pavilion 603Jingsi Huo, Biyong Xiao, Hui Qu and Linan Wang

Transient Simulation of Coupled Heat, Moisture and Air Distributionin Wood during Drying 613Zhenggang Zhu and Michael Kaliske

Three-Dimensional Numerical Analysis of Dowel-Type Connections inTimber Engineering 619Michael Kaliske and Eckart Resch

Aseismic Character of Chinese Ancient Buildings by Pushover Analysis 627Qian Zhou and Weiming Yan

Aseismic Effects of Masonry Walls Embedded in Chinese Ancient WoodenBuildings by Wen-chuan Earthquake 635Qian Zhou and Weiming Yan

Numerical Simulation of Semi-Rigid Element in Timber Structure Basedon Finite Element Method 643Yunkang Sui, Yingya Chang and Hongling Ye

Structural Dynamics

Numerical Investigation of Blasting-Induced Damage in Concrete Slabs 655Yuan Wang, Zheming Zhu, Zhangtao Zhou and Heping Xie

Research on Analysis Method for Concrete Column to Resist Vehicle Bomb 669Jianyun Sun, Guoqiang Li, Chunlin Liu and Suwen Chen

Numerical Analysis of Blast Loads inside Buildings 681Xiaojing Yin, Xianglin Gu, Feng Lin and Xinxin Kuang

Numerical Simulation for Response of Reinforced Concrete Slabs underBlast Loads 691Xinxin Kuang, Xianglin Gu, Feng Lin and Xiaojing Yin

Numerical Simulation of Internal Blast Effects on a Subway Station 699Qiuyun Hu and Yong Yuan

Quantitative Study on Frequency Variation with Respect to StructuralTemperatures 707Yong Xia, Zelong Wei and Youlin Xu

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xii Table of Contents

Experimental Study on Vibration Behavior of Cold-Form Steel ConcreteComposite Floor 715Ziwen Jia and Xuhong Zhou

Method of Reverberation Ray Matrix for Dynamic Response of SpaceStructures Composed of Bar Elements with Damping Effect 725Guoqiang Cai, Guohua Nie and Hiuyuan Zhang

A Study of Bending-Bending-Torsional Coupled Vibrations ofAxially-Loaded Euler-Bernoulli Beams Including Warping Effects 733Fang Zhang and Guoyan Wang

Damage Analysis of 3D Frame Structure under Impulsive Load 743Julin Wang and Taisheng Yang

Experimental and Numerical Approach to Study Dynamic Behaviour ofPavement under Impact Loading 755Cherif Asli, Zhiqiang Feng, Gérard Porcher and Jean Jacques Rincent

Dynamic Analysis of Vertical Loaded Single Pile in MultilayeredSaturated Soils 761Jun Yu, Haiming Chen, Zhao Yang and Cheng Liu

Local Dynamic Response in Deck Slabs of Concrete Box Girder Bridges 771Jianrong Yang and Jianzhong Li

Steady-State Response of a Beam on an Elastic Foundation Subjected to aMoving Structure 781Zhang Tao and Gangtie Zheng

Building Structures Vibration Differential Equations under RandomExcitation 787Bin He

Structural Diagnosis, Control and Optimization

On the Tapping-Scan Method Designed for the Damage Detection ofBridge Structures 797Xiaowei Dai, Yao Zhang and Zhihai Xiang

Structure Damnification Diagnose System by Radial Basis FunctionNeural Network 805Keqin Yan and Tao Cheng

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Table of Contents xiii

Study on Curvature Modal Shapes of the Damage Reinforced ConcreteBeams 815Gang Xue, Xiaoyan Guo and Zhenhua Dong

Direct Index Method of Damage Degree Identification Based on Local StrainModel Shape Area of Damage Structure 823Peiying Gu, Chang Deng and Fusheng Wu

Improved Genetic Algorithm for Structural Damage Detection 833Jose E. Laier and Jesus D.V. Morales

Damage Identification Method for Tunnel Lining Based on MonitoringStresses Data 841Qineng Weng

A Method of Structure Damage Identification for Shear Buildings 851Feng Li, Julin Wang and Zeping Zang

Application of Artificial Neural Network for Diagnosing PileIntegrity Based on Low Strain Dynamic Testing 857Canhui Zhang and Jianlin Zhang

Parametric Study on Damage Control Design of SMA Dampers inSteel Frames 863Xiaoqun Luo, Hanbin Ge and Tsutomu Usami

Comparison Research of Three Vibration Control Plans on a Super-TallBuilding with Connective Structure 871Wang Dayang, Zhou Yun and Wang Lichang

Amplitude Control of Limit Cycle in Coupled Van Der Pol System 879Han Xiao, Jiashi Tang and Jianmin Wang

Structural Form Intelligent Optimization and Its Data Mining Methods 885Shihai Zhang, Shujun Liu, Jinping Ou and Guangyuan Wang

A New Methodology for Designing Minimum-Weight Dual-Material TrussStructures with Curved Support Boundaries 895Peter Dewhurst, Ning Fang and Sriruk Srithongchai

Optimization Design of Deepwater Steel Catenary Risers Using GeneticAlgorithm 901Hezhen Yang, Ruhong Jiang and Huajun Li

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xiv Table of Contents

Two Methodologies for Stacking Sequence Optimization of LaminatedComposite Materials 909Dianzi Liu, Vassili Toropov, David Barton and Ozz Querin

Minimum Cost Design of a Welded Stiffened Pulsating Vacuum SteamSterilizer 917Yunkang Sui, Cairui Yue and Huiping Yu

A Framework of Multiobjective Collaborative Optimization 925Haiyan Huang and Deyu Wang

An Optimal Design of Bi-Directional TMD for Three Dimensional Structure 935Jianlin Zhang, Ke Zeng and Jiesheng Jiang

Numerical Methods and Numerical Simulation

A Thermo-Mechanical Model for Fire Exposed RC Structurse 945Matthias Aschaber, Christian Feist and Günter Hofstetter

Numerical Modeling of Retrained RC Columns in Fire 951Yihai Li, Bo Wu and Martin Schneider

Temperature Field of Concrete Beam Based on SimulatedTemperature-Time Curves 959Limin Lu, Yong Yuan, Chunlong Yu and Xian Liu

Numerical Tests of Spalling Delamination of Concrete at ElevatedTemperatures 965Yufang Fu, Lianchong Li, Wanheng Li and Jinquan Zhang

Highlighting the Effect of Gel-Pore Diffusivity on the Effective Diffusivityof Cement Paste – A Multiscale Investigation 973Xian Liu, Roman Lackner and Christian Pichler

An Efficient Nonlinear Meshfree Analysis of Shear Deformable Beam 983Dongdong Wang and Yue Sun

Variance-Based Methods for Sensitivity Analysis in Civil Engineering 991Zdenek Kala and Libor Puklický

Coupled Multi-Physical Fields Analysis of Early Age Concrete 999Yiming Zhang and Yong Yuan

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Table of Contents xv

Rigid Plasticity Analysis of Defect Beam Suffering Step Loads 1007Nansheng Li, Xingzhou Li and Yu Wang

A Computational Approach to the Integration of Adaptronical Structuresin Machine Tools 1017Michael F. Zaeh, Matthias Waibel and Matthias Baur

Adaptive Nearest-Nodes Finite Element Method and Its Applications 1029Yunhua Luo

An Orthogonalization Approach for Basic Deformation Modes andPerformance Analysis of Hybrid Stress Elements 1037Canhui Zhang

Nonlinear Numerical Analysis on a New Type of Composite Shell 1043Qibin Zhang, Zhuobin Wei and Changhong Huang

Rectangular Membrane Element with Rotational Degree of Freedom 1051Guiyun Xia, Maohong Yu, Chuanxi Li and Jianren Zhang

Coupling Analysis on Seepage and Stress in Jointed Rock Tunnel withthe Distinct Element Method 1059Yanli Wang, Yong Wang and Yifei Dai

3D Finite Element Simulation of Complex Static and Dynamic Fracture inQuasi-Brittle Materials 1065Xiangting Su, Zhenjun Yang and Guohua Liu

A Practical Method to Determine Critical Moments of Bridge DecksUsing the Method of Least Squares and Spreadheets 1073Jackson Kong

Monte Carlo Simulation of Complex 2D Cohesive Fracture in RandomHeterogeneous Quasi-Brittle Materials 1081Xiangting Su, Zhenjun Yang and Guohua Liu

Short-Term Axial Behavior of Preloaded Concrete Columns Strengthenedwith Fiber Reinforced Polymer Laminate 1089Dechun Shi and Zheng He

Nonlinear Numerical Simulation on Composite Joint betweenConcrete-Filled Steel Tubular Column and Steel Beams-CoveredConcrete under Low-Cycle Reversed Loading 1099Chiyun Zhao, Hua Li, Menghong Wang and Liyun Li

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Performance Evaluation of the High Rise Structural FormSelection Based on Fuzzy Inference Network 1107Shihai Zhang, Shujun Liu, Jinping Ou and Guangyuan Wang

Deflection Analysis of Pretensioned Inverted T-Beam with CircularWeb Openings Strengthened with GFRP by Response Surface Method 1119Hock Tian Cheng, Bashar S. Mohammed and Kamal Nasharuddin Mustapha

2-D Numerical Simulation of Crack Growth by Three Kinds of GrowthCriterions 1125Weizhou Zhong, Jingrun Luo, Shuncheng Song, Gang Chen andXicheng Huang

Nonlinear Numerical Simulation on Shearing Performance of RC BeamsStrengthened with Steel Wire Mesh-Polymer Mortar 1135Chiyun Zhao, Sihua Deng, Yajing Chen, Shimin Huang and Qiulai Yao

Application and Others

Flexural Behavior of HS Composite Beams via FEM 1145Huiling Zhao, Shashi Kunnath and Yong Yuan

Study on Design and Mechanics of Bucket Foundation Offshore Platformwith Two Pillars 1155Meng Jiang, Lihua Han and Rixiang Zhang

Study on Hysteretic Behavior of Double Angle Connections 1163Aiguo Chen, Ruizeng Shan and Qiang Gu

Research on Limit Span of Self-Anchored Suspension Bridge 1173Wenliang Qiu, Meng Jiang and Zhe Zhang

Study on Percolation Mechanism and Water Curtain Control ofUnderground Water Seal Oil Cavern 1181Cheng Liu

Finite Element Analysis on the Static Intensity and Dynamic Characteristicsof Drilling Rig Derricks 1189Lijun Liu, Fuquan Chen and Yan Yu

Design Standards Comparison of Reinforced Concrete StrengtheningUsing FRP Composite in Chinese and ACI Codes 1197Asal Salih Oday, Yingmin Li, Mohammad Agha Houssam, Al-Jbori A’ssim,Thabit Saeed Ayad and Lu Wang

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Table of Contents xvii

Think about Structural Fail State to Solve Geometric Reliability 1207Junbo Tao and Zhangdun Wu

Research on the Optimum Stiffness of Top Outriggers in Frame-CoreStructure with Strengthened Story 1217Yuan Su, Chuanyao Chen and Li Li

Numerical Analysis of Mechanical Multi-Contacts on the Interfaces ina PEM Fuel Cell Stack 1225Zhiming Zhang, Christine Renaud and Zhiqiang Feng

Analysis Model for Concrete Infill Slit-Wall 1231Xufeng Mi, Lin Wang and Guobao Zhou

Test Data Processing Method of Fracture Experiments of DamConcrete for Inverse Analysis 1239Zhifang Zhao, Lijian Yang, Zhigang Zhao and Minmin Zhu

Surface Reconstruction of the “False” Tools to Compensatefor the Springback in Sheet Forming Process 1249Yuming Li, Fabien Bogard, Boussad Abbes and Yingqiao Guo

Grey-Correlation Analysis of Factors Influencing Xiamen Xiang’anSubsea Tunnel Surrounding Rock Displacement 1259Haiming Chen, Xiong Chen and Jun Yu

Secondary Development of FLAC3D and Application ofNaylor K-G Constitutive Model 1267Juan Kong, Juyun Yuan and Xiaoming Pan

Experimental Validation on the Simulation of Steel FrameJoint with Several Frictional Contacts 1275Hongfei Chang and Junwu Xia

Numerical Investigation on Tubular Joints Strengthenedby Collar Plate 1283Yongbo Shao, Yongsheng Yue, Yanfei Jin, Tao Li and Jichao Zhang

Research on Structural Health Monitoring of Seaport Wharf 1291Changhong Huang and Zhuobin Wei

Quantity of Flow through a Typical Dam of Anisotropic Permeability 1301R.R. Shakir

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Preface

Following the great progress made in computing technology, both in computer and programming technology, computation has become one of the most powerful tools for researchers and practicing engineers. It has led to tremendous achievements in computer-based structural engineering and there is evidence that current develop-ments will even accelerate in the near future. To acknowledge this trend, Tongji University, Vienna University of Technology, and Chinese Academy of Engineer-ing, co-organized the International Symposium on Computational Structural Engi-neering 2009 in Shanghai (CSE’09).

CSE’09 aimed at providing a forum for presentation and discussion of state-of-the-art development in scientific computing applied to engineering sciences. Emphasis was given to basic methodologies, scientific development and engineer-ing applications. Therefore, it became a central academic activity of the Interna-tional Association for Computational Mechanics (IACM), the European Commu-nity on Computational Methods in Applied Sciences (ECCOMAS), The Chinese Society of Theoretical and Applied Mechanic, the China Civil Engineering Soci-ety, and the Architectural Society of China.

sented in the proceedings of the symposium. Contributors of papers came from 20 countries around the world and covered a wide spectrum related to the computa-tional structural engineering.

As Chair of the Organizing Committee of CSE’09, I would like to thank all the participants and the authors for their contributions. We would also like to gratefully acknowledge the guidance and cooperation provided by the Interna-tional Advisory Committee and the Scientific Committee as well as the support provided by the members of the Local Organizing Committee. In particular, we appreciate the financial support provided by the National Natural Science Founda-tion of China, the Eurasia-Pacific Uninet, and the Ministry of Science and Tech-nology of the People’s Republic of China.

Zuyan Shen

Academician of Chinese Academy of Engineering Professor of Tongji University

Shanghai, China

xix

A total of 10 invited papers, and around 140 contributed papers were pre-

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International Advisory Committee

Honorary Chair: Sun, Jun

Chair: Mang, Herbert

Members:

Arantes e Oliveira, Eduardo The Technical University of Lisbon Portugal

Belytschko, Ted Northwestern University USA

Bittnar, Zdenek Czech Technical University in Prague Czech Republic

Burczynski, Tadeusz Silesian University of Technology Poland

Chen, Houqun China Institute of Water Resources and Hydro-power Research China

Cheng, Gengdong Dalian University of Technology China

Cheung, Y.K. The University of Hong Kong Hong Kong, China

Cui, Junzhi Chinese Academy of Sciences China

De Borst, René Eindhoven University of Technology The Netherlands

Hughes, Thomas J.R. The University of Texas at Austin USA

Kanok-Nukulchai, Worsak Asian Institute of Technology Thailand

Ko, Jan-ming The Hong Kong Polytechnic University Hong Kong, China

Kompis, Vladimir Academy of the Armed Forces of General M.R.Štefánik

Slovak Republic

Ladevèze, Pierre LMT-ENS Cachan France

Lee, C.F. The University of Hong Kong Hong Kong, China

Li, Guoqiang Tongji University China

Li, Jiachun Institute of Mechanics, Chinese Academy of Sci-ences China

Maekawa, Koichi The University of Tokyo Japan

Mang, Herbert Vienna University of Technology Austria

Mota Soares, Carlos Instituto Superior Técnico – IDMEC Portugal

Onate, Eugenio CIMNE Spain

Ou, Jinping Dalian University of Technology China

Owen, Roger University of Wales UK

Papadrakakis, Manolis National Technical University of Athens Greece

Qin, Shunquan China Zhongtie Major Bridge Engineering Group CO., LTD

China

Ramm, Ekkehard

University of Stuttgart Germany

Reddy, J.N. Texas A&M University USA

xxi

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xxii International Advisory Committee

Reinhorn, A.M. State University of New York USA

Schrefler, Bernhard University of Padua Italy

Shen, Weiping Shanghai Jiao Tong University China

Shen, Zuyan Tongji University China

Tang, Chun'an Northeastern University China

Tarnai, Tibor Budapest University of Technology and Econom-ics

Hungary

Usami, Tsutomu Meijo University Japan

Valliappan, Somasundaram The University of New South Wales Australia

Wiberg, Nils Erik Chalmers University of Technology Sweden

Wriggers, Peter The University of Hannover Germany

Xiang, Haifan Tongji University China

Xie, Heping Sichuan University China

Yang, Yongbin National Taiwan University Taiwan, China

Yuan, Si Tsinghua University China

Yuan, Mingwu Beijing University China

Zhang, Chuhan Tsinghua University China

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Scientific Committee

Chair: Cui, Junzhi

Members:

Allix, Olivier LMT-ENS Cachan France

Chen, Dailin China Academy of Building Research China

Dyke, Shirley Washington University in St. Louis USA

Du, Xiuli Beijing University of Technology China

Eberhardsteiner, Josef Vienna University of Technology Austria

Fang, Qin PLA University of Science and Technology China

Fish, Jacob Rensselaer Polytechnic Institute USA

Ge, Hanbin Meijo University Japan

Ge, Yaojun Tongji University China

Hao, Hong The University of Western Australia Australia

Hellmich, Christian Vienna University of Technology Austria

Hofstetter, Güenter The University of Innsbruck Austria

Hori, Muneo The University of Tokyo Japan

Huang, Zongming Chongqing University China

Idelsohn, Sergio CIMNE Argentina

Jin, Weiliang Zhejiang University China

Jin, Xianlong Shanghai Jiao Tong University China

Kunnath, Sashi K. University of California at Davis USA

Lackner, Roman Technical University of Munich Germany

Li, Hongnan Dalian University of Technology China

Li, Hui Harbin Institute of Technology China

Li, Jie Tongji University China

Li, Yungui China Academy of Building Research China

Li, Zhongkui Tsinghua University China

Li, Zhongxian Tianjin University China

Lou, Menglin Tongji University China

Lu, Xilin Tongji University China

Lu, Yong University of Edinburgh UK

Meschke, Günther Ruhr-University Bochum Germany

xxiii

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xxiv Scientific Committee

Mo, Haihong South China University of Technology China

Nie, Jianguo Tsinghua University China

Rank, Ernst TU München Germany

Teng, Jun Harbin Institute of Technology China

Wall, Wolfgang Technical University Munich Germany

Wang, Zifa Institute of Engineering Mechanics, China Earth-quake Administration

China

Wu, Zhishen Ibaraki University Japan

Xiao, Yan Hunan University China

Xu, Youlin The Hong Kong Polytechnic University Hong Kong, China

Ye, Liaoyuan Yunnan University China

Ye, Zhiming Shanghai University China

Yuan, Yong Tongji University China

Zhang, Hongwu Dalian University of Technology China

Zhang, Yongxing Chongqing University China

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Organizing Committee

Honorary Chair:

Shen, Zuyan Tongji University China

Co-chair:

Yuan, Yong Tongji University China

Eberhardsteiner, Josef Vienna University of Technology Austria

Members:

Chen, Zhiyi Tongji University China

Hu, Qiuyun Tongji University China

Jia, Xin Vienna University of Technology Austria

Jiang, Shouchao Tongji University China

Liu, Liyu Tongji University China

Liu, Xian Vienna University of Technology Austria

Pöll, Martina Vienna University of Technology Austria

Xu, Jiancong Tongji University China

Yu, Guangxi Tongji University China

Zeiml, Matthias Vienna University of Technology Austria

Zhou, Ying Tongji University China

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Supporting Organizations and Sponsors

International Association for Computational Mechanics

European Community on Computational Methods in Applied Sciences

The Chinese Society of Theoretical and Applied Mechanics

CCES Institute of Computer Application in Civil Engineering

Architectural Society of China

National Natural Science Foundation of China

Eurasia-Pacific Uninet

Science and Technology Commission of Shanghai Municipality

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