Computational Structural Engineering: Proceedings of the International Symposium on Computational Structural Engineering, held in Shanghai, China, June 22–24, 2009

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Yong Yuan, Junzhi Cui, Herbert A. Mang
Springer Science & Business Media, Jun 5, 2009 - Computers - 1307 pages
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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 devel- ments will even accelerate in the near future. To acknowledge this trend, Tongji University, Vienna University of Technology, and Chinese Academy of Engine- ing, co-organized the International Symposium on Computational Structural En- neering 2009 in Shanghai (CSE’09). CSE’09 aimed at providing a forum for presentation and discussion of sta- of-the-art development in scientific computing applied to engineering sciences. Emphasis was given to basic methodologies, scientific development and engine- ing applications. Therefore, it became a central academic activity of the Inter- tional Association for Computational Mechanics (IACM), the European Com- nity on Computational Methods in Applied Sciences (ECCOMAS), The Chinese Society of Theoretical and Applied Mechanic, the China Civil Engineering So- ety, and the Architectural Society of China. A total of 10 invited papers, and around 140 contributed papers were p- 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 compu- tional structural engineering.
 

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Contents

Supporting Organizations and Sponsors xxvii
1
Damage Cumulation Analysis of Welded Joints under Low Cycle Loadings
11
Zuyan Shen andAihui
20
MultiScale and MultiThermoMechanicalModeling of Cementitious
37
Statistical MultiScale Method of Mechanics Parameter Prediction
48
Computational Simulation Methods for Composites Reinforced by Fibres
63
Vladimír Kompiš Zuzana Murˇcinková Sergey Rjasanow
71
Computational Multiscale Approach to the Mechanical Behavior
79
FEBased Strength Analysis of Penglai Pavilion
603
Transient Simulation of Coupled Heat Moisture and Air Distribution
613
ThreeDimensional Numerical Analysis of DowelType Connections
619
Aseismic Character of Chinese Ancient Buildings by Pushover Analysis 627
626
Qian Zhou and Weiming
635
Qian Zhou and Weiming
643
Numerical Investigation of BlastingInduced Damage in Concrete Slabs
655
Yuan Wang Zheming Zhu Zhangtao Zhou and Heping
669

High Order Simulation of Complex Structures
86
Ernst Rank Alexander Düster Dominik Schillinger and Zhengxiong Yang
93
Imperfection Sensitivity or Insensitivity of ZeroStiffness Postbuckling
101
A Step towards a Realistic Probabilistic Analysis of Buckling Loads
111
Ahmed Manar Kiyohiro Ikeda Toshiyuki Kitada and Masahide Matsumura
119
Hezhen Yang and Huajun Li
127
Tunnel Stability against Uplift Single Fluid Grout 137
136
Fangqin Yang Jiaxiang Lin Yong Yuan and Chunlong
145
A Y T Leung andJie
152
Research on the Difference between the Linear and Nonlinear Analysis
159
A New Slice Method for Seismic Stability Analysis of Reinforced
167
Hysteretic Response and Energy Dissipation of DoubleTube Buckling
173
Numerical Simulation and Analysis for Collapse Responses of RC Frame
183
Fuwen Zhang Xilin Lu and Chao
193
Unified Formulation for Real Time Dynamic Hybrid Testing 201
200
Research on Seismic Response Reduction of SelfAnchored Suspension
209
Meng Jiang Wenliang Qiu and Baochu
217
Daochuan Zhou Guorong Chen and Yan
227
Seismic Behavior and Structural Type Effect of Steel Box Tied Arch Bridge 235
234
Jin Gan Weiguo Wu and Hongxu Wang
243
Direct DisplacementBased Seismic Design Method of HighRise Buildings
252
Xiaoling Cui Xingwen Liang and Li
267
Seismic Assessment for a Subway Station Reconstructred within
273
A Simplified Method for Estimating Target Displacement of PileSupported
281
The Fractal Dimensionality of Seismic Wave 291
290
Chaotic Time Series Analysis of NearFault Ground Motions and Structural
301
Parameters Observation of Spatial Variation Ground Motion
309
Yanli Shen Qingshan Yang and Lingyan Xuan
318
Seismic Dynamic Reliability Analysis of Gravity Dam
331
Application of Iterative Computing of TwoWay Coupling Technique
341
Trinh Quoc Cong and LiaoJun Zhang
348
Comparison of DifferentOrdered Polynomial Acceleration Methods
361
An Effective Approach for Vibration Analysis of Beam with Arbitrary
375
Analyses on VortexInduced Vibration with Consideration of Streamwise
382
Equivalent Static Loading for ShipCollision Design of Bridges Based
391
Signature Turbulence Effect on Buffeting Response of a LongSpan Bridge
399
Ledong Zhu Chuanliang Zhao Shuibing Wen and Quanshun Ding
410
Computational Comparison of DES and LES in Channel Flow Simulation
417
A MicroPlane Model for Reinforced Concrete under Static and Dynamic
425
Junjie Wang Bifeng Ou Wei Cheng and Mingxiao
435
Peng Zhang Deyuan Zhou and Yingpan Feng
444
S Q Wu and S S
453
Structural Static Performance of CableStayed Bridges with Super Long
461
Jinxin Cao Yaojun Ge and Yongxin Yang
469
Yong Xia Jing Zhang and Youlin
477
Aerodynamic Interference Effect between Large Wind Turbine Blade
489
Windborne Debris Damage Prediction Analysis 497
496
Fangfang Song and Jinping
505
Geometrical Nonlinearity Analysis of Wind Turbine Blade Subjected
521
Dynamic Response and Reliability Analysis of WindExcited Structures
529
WindInduced SelfExcited Vibration of Flexible Structures
537
Evaluation of Strength and Local Buckling for Cooling Tower with
544
Numerical Study on Vortex Induced Vibrations of Four Cylinders in
553
Feng Xu Jinping Ou and Yiqing Xiao
568
Gongwei Yan Feng Xu Hang Zhu and Jinping
577
Dynamic Analysis of FluidStructure Interaction on Cantilever Structure
587
A Computational Approach for the Stress Analysis of DowelType
596
Jianyun Sun Guoqiang Li Chunlin Liu and Suwen Chen
681
Xiaojing Yin Xianglin Gu Feng Lin and Xinxin Kuang
691
Numerical Simulation of Internal Blast Effects on a Subway Station
699
Qiuyun Hu and Yong Yuan
707
Experimental Study on Vibration Behavior of ColdForm Steel Concrete
714
Method of Reverberation Ray Matrix for Dynamic Response of Space
725
Guoqiang Cai Guohua Nie and Hiuyuan Zhang
733
Damage Analysis of 3D Frame Structure under Impulsive Load 743
742
Experimental and Numerical Approach to Study Dynamic Behaviour
755
CherifAsli Zhiqiang Feng Gérard Porcher and Jean Jacques Rincent
761
Local Dynamic Response in Deck Slabs of Concrete Box Girder Bridges
771
Jianrong Yang and Jianzhong Li
780
Zhang Tao and Gangtie Zheng
787
On the TappingScan Method Designed for the Damage Detection
795
Structure Damnification Diagnose System by Radial Basis Function
805
Study on Curvature Modal Shapes of the Damage Reinforced Concrete
814
Peiying Gu Chang Deng and Fusheng
833
A Method of Structure Damage Identification for Shear Buildings
851
Comparison Research of Three Vibration Control Plans on a SuperTall
871
Han Xiao Jiashi Tang and Jianmin Wang
885
Peter Dewhurst Ning Fang and Sriruk Srithongchai
901
Two Methodologies for Stacking Sequence Optimization of Laminated
909
Minimum Cost Design of a Welded Stiffened Pulsating Vacuum Steam
917
A Framework of Multiobjective Collaborative Optimization 925
924
An Optimal Design of BiDirectional TMD for Three Dimensional Structure
935
A ThermoMechanical Model for Fire Exposed RC Structurse
945
Matthias Aschaber Christian Feist and Günter Hofstetter
951
Yihai Li Bo Wu and Martin Schneider
958
Limin Lu Yong Yuan Chunlong Yu and Xian
965
Yufang Fu Lianchong Li Wanheng Li and Jinquan Zhang
973
Xian Liu Roman Lackner and Christian Pichler
985
Zdenˇek Kala and Libor Puklický
998
Rigid Plasticity Analysis of Defect Beam Suffering Step Loads
1007
Adaptive NearestNodes Finite Element Method and Its Applications
1029
Nonlinear Numerical Analysis on a New Type of Composite Shell
1043
Guiyun Xia Maohong Yu Chuanxi Li and Jianren Zhang
1059
A Practical Method to Determine Critical Moments of Bridge Decks
1073
Xiangting Su Zhenjun Yang and Guohua
1089
Performance Evaluation of the High Rise Structural Form
1106
Deflection Analysis of Pretensioned Inverted TBeam with Circular
1119
Hock Tian Cheng Bashar S Mohammed and Kamal Nasharuddin Mustapha
1125
Nonlinear Numerical Simulation on Shearing Performance of RC Beams
1134
Flexural Behavior of HS Composite Beams via FEM 1145
1143
Huiling Zhao Shashi Kunnath and Yong Yuan
1155
Study on Hysteretic Behavior of Double Angle Connections
1163
Aiguo Chen Ruizeng Shan and Qiang
1172
Wenliang Qiu Meng Jiang and Zhe Zhang
1181
Finite Element Analysis on the Static Intensity and Dynamic Characteristics
1189
Lijun Liu Fuquan Chen and Yan
1196
Think about Structural Fail State to Solve Geometric Reliability
1207
Yuan Su Chuanyao Chen and Li Li
1225
Xufeng Mi Lin Wang and Guobao Zhou
1238
Yuming Li Fabien Bogard Boussad Abbes and Yingqiao
1258
Juan Kong Juyun Yuan and Xiaoming
1274
Yongbo Shao Yongsheng Yue Yanfei Jin Tao Li and Jichao Zhang
1291
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