PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS Volume I Edited By Bin Xu Yan Xiao Ji-Ping Ru and Wei- Xin Ren TECHNISCHE 1NFORMATIQNSBIBLIOTHEK UNIVERSiTATSBIBUOTHEK HANNOVER Science Press
TABLE OF CONTENTS Preface Volume I Keynote Lectures and Invited Papers Blast Fragments Prediction-current Approaches and Challenges? Hong Hao, Zhong-Xian Li, Xin-Qun Zhu, and Ming Wang Development of High Performance Structures with Hybrid FRP Composites Zhi-Shen Wu, Xin Wang, and Kentaro Iwashita it Thin-Shell Structures in Civil Engineering: Some Recent Advances 21 Jin-Gnang Teng Wind Effects on Bridges and Traffic along Coastal Transportation Infrastructure Lines 24 Chun-Sheng Cat, Su-Ren. Chen, and Xian-Zhi Liu Site Amplification Effect on Response of Bridge Structures 21' Nawawi Chouw, and Hong Hao Damage Control Design of Bridge Structures in Japan 35 Han-Bin Ge, Xiao-Qun Luo, and Tsutomu Usami Experimental Behaviour of Reinforced Concrete Beam to Concrete Filled Steel Tubular Column Joints under Fire -V Lin-Hai Han, Yong-Qian Zheng, Zhong Tao, and Wei-Hua Wang Practical Approach for Design of Semi-Rigid Composite Frames 5 > Guo-Qiang Li, and Wen-Long Shi Recent Advances in Structural Vibration and Failure Mode Control at Hit: Theory, Experiment and Application M Hui Li, Jin-Ping On, Bin Wu, An-Xin Guo, andxin-chun Guan Practical Considerations in FE Model Updating with Artificial Boundary Condition Frequencies 72 Yong Lit, Lei Mao, and Zhen-Guo Tu
Design and Testing of Ultra-Lightweight High Strength Concrete 80 Cai-Jun Shi The Study on the Energy Response Spedtrum Compa-Red with Pseudo Acceleration Spectrum 85 Jun Teng, Zhi-Jun Dong, and Zuo-Hua Li Application of Equivalent Force Control Method for Real-Time Substructure Testing 97 Bin Wu, Guoshan Xu, Yan Li, andjin-ping Ou Experimental Study on the Bolting Top-Joint Of Truss Column in 5OOkV Substation 105 Hong-Ping Zhu, and Ai-Zhu Zhu 1. Structural Analysis Fiber Model Method to Concrete-Filled Rectangular Steel Tubes Subjected to Pure Bending 113 Yang Wen, and Chen-Fei Wang Numerical Analysis on Moment-Curvature Curves of the Concrete Filled Circular CFRP-Steel Tubular Flexural Members 119 Qing-Li Wang, Lin Liu, and Qing-Xin Ren Nonlinear Finite Element Analysis on the Steel Frame with Semi-Rigid Connections 125 Xin-Wu Wang Nonlinear Seismic Analysis of Jiangnan University New Stadium Dome Under Multi-Support Excitation 130 Tai-Quan Zhou, Yuan Hua, Jun-Ying Lian, anddong-sheng Gu Generalized Load Transfer Function and Its Application 135 Guo-Xiong Mei, Lin-Hui Song, Ling Mei, and Cheng-Bo Hu PDEM-Based Stochastic Response Analysis ofwind-excited Structures 141 Zhang-Jun Liu, andjie Li Tangent Stiffness Matrix of Members of Reticulated Shell Considering Jiont's Stiffness 148 Xing Wang, and Wei Zhang iv
Shear Strength of Corroded Reinforced Concrete Beams 15;, Yu-Xi Zhao, and Wei-Liang Jin Effective Length Factor of Column in Braced Steel Frames with Angle Steel Semi-Rigid Connections Yu-PingSun, Wan-Zhen Wang, Ji-XiangXu, andxiang Feng The Study on Top-Down Crack Propagation in Asphalt Pavements Based on the Coupled EFG and FE Method K,5 //»;' Luo, Hong-Ping Zhu, and Chuan-Yao Chen Fracture Analysis of Beam-Column Connections Based on Generalized Strength Model 172 Wan-Zhen Wang, Ming-Zhou Sit, Yn-Ping Sun, QiangGu, and Man Xu Experimental Research and Theoretical Analysis on Axial Compressive Ratio of Steel Reinforced Concrete Special-Shaped Columns 177 Jian-Yang Xue, Zong-Ping Chen, Hong-Tie Zhao, Kai Wu, andjian-bin Wu Experiment and Numerical Simulation on Air Cooled Support Structure Properties in Large thermal Power Plant 184 Ze-Liang Yao, Guo-Liang Bai, Xiao-Wen Li, Chim-Lian Zhao, andhong-xin Li Study on Influence Factor of Plastic Limit Analysis Based on Elastic Compensation Finite Element Method IW Wei Zhang, and Lu-Feng Yang Design Base Shear Capacity of High-Rise Staictures 1% Li Xin, Xing-Wen Liang, and Ming-Ke Deng The Simpli fied Load-Displacement Curve of Shear Walls 202 Li Xin, Xing-Wen Liang, and Ming-Ke Deng Finite Element Analysis of the Dynamic Properties of an Incorporated Masonry-in-Frame System 20x Jian-Ping Gao, and Wei Chen The Analytical Solution about Rectangular Thin Slab with Two Opposite Edges Clamped and Two Opposite Edges Simply Supperted under Temperature Load Xuan-Sheng Cheng, Yong-Feng Du, and Qing-GuangHe 2H v
Nonlinear Finite Element Analysis of Beam-to-Column End-Plate Connections with Web Opening in Steel Structures 218 Bao-Feng Fan, Qing-Shan Yang, and Na Yang Prediction of Wrinkled Membrane Structure by Thin-Shell Element 224 Man Zhang, and Qing-Shan Yang Method ofnonlinear Analysis for Fundamental Frame Structures in Multi-Ribbed Wall 229 Hong-Rui Meng, Li-Hong Chen, and Qian-Feng Yao Load Bearing Performance Analysis of Bridge Steel Coping 234 Yun-Sheng Li, L'mg-Qiang Meng, Yuan-Qing Wang, and Yong-Jiu Shi Nonlinear Finite Elment Analysis on the Loading Behavior of Tower Type Oiling Derrick 240 Yuan-Qing Wang, Xuan Li, and Yong-Jiu Shi A Large Eddy Simulation Method Based on Arbitrary Lagrangian Eulerian Approach 246 Qi Li, and Ya-Fen Jin Equivalent Oblique Compression Bar Model of Multi-Ribbed Composite Wall 252 Wei Huang, Cheng-Hua Zhang, Qian-Feng Yao, Li-NaHou, and Zhen-Feng Lu Research on Dynamic Soil-Box Foundation-Superstructure interaction Considering the Effects of the Backfill Soil 260 Xue-Zhang Wen, Shou-Ping Shang, and Yan Xiao A New Beam-Column Element with Warping and Shear Deformation Effects 268 Jun-Feng Zhang, and Ji-PingHao Stability Analyses of the Long-Span 3D-Trussed Arches of the Spherical Reticulated Mega-structure in the Construction Process 274 Yong-Jun He, Xu-Hong Zhou, andshun-wu Jiang Partition of Probability-Assigned Space in Probability Density Evolution Analysis of Nonlinear Structures 280 Jian-Bing Chen, andjie Li Defonnation Decomposition for Beam with Initial Eccentric Prestress 286 Jian-Min Wang, and Siu-Seang Law vi
Finite Element Analysis of Load-Transferred Model of the Reinforced Concrete Two-Pile Thick Caps 2'*: Cheng-Fang Sun. Qian Gu, Yuan-Yuan Zhang, Huai-Quan Qin, andshao-min Peng FEM Analysis of Controlling Vertical Distortions in Widening Bridges 2()s Zhi-Jun Chen, and Yin-Gang Wang Stress Analyses of Free Spanning Subsea Pipelines with Finite Element Method 305 Zhi-Gang Xiao, and Xiao-Ling Zhao The Elastic Buckling Analysis of the Composite Frames Considering Composite Action Li-Zhong Jiang. Wang-Bao Zhou, and Yu-KunTang 3lu Performance of Steel Portal Frame with Local Buckling of Tapered M-Section Beam or Column Net Yang, and Zhuan-Li He 3I<> Parametric Analysis of Mechanical Properties for the New Type Buckling Restrained Brace 322 Xiao-Dong Li, andxiu-li Wang Application of Strength Reduction Method in the Stability Analysis of Danjiangkou Reservoir 3D Bank 32n Zhi-Bin Song, Li-Hua Xu. Shu-Rong Liu, and Yin Chi In-Plane Elastic Buckling of Shallow Circular Arches Considering Second-Order Effect 3.U Jian-Guo Cai, Jian Feng, Yao Chen, Li-Feng Huang, and Hua-Bing Cao Stability Analysis of Three-Dimension Space Steel Structure Based on a New Tangent Stiffness Matrix 3.W Meng-Hong Wang Multi-Scale Analysis of Damage Process for Concrete Structures.w Xiang-Lin Gu, Xiao-Jing Yin, Xian-YuJin, Feng Lin, and Qing-Hua Huang 2. Steel Structures and Metal Structures Research on Ultimate Bearing Capacity of Cold-Formed Steel Portal Frame 353 Lin-Feng Lu, Xu-Hong Zhou, Tian-Hua Zhou, and Wei-Ning Yuan ' vii *
Calculation of Internal Forces and Drift of Staggered Truss under Lateral Loads Considering Torsion 358 Lin-Feng Lu, Xu-Hong Zhou, Tian-Hua Zhou, and Yong-Jian Liu Study on Diaphragms Effect of Cold-Formed Steel Portal Frame 363 Lin-Feng Lu, Xu-Hong Zhou, Tian-Hua Zhou, and Wei-Ning Yuan Research Status and Prospect of Cold-Formed Steel Portal Frame 368 Lin-Feng Lu, Xu-Hong Zhou, and Tian-Hua Zhou Reasearch on Aseisinic Behaviors of Steel Moment-Resisting Frame including Opening in Beam Web 373 Bo Li, Qing-Shan Yang, and Na Yang Effect of Chord Length Ratio on Hot Spot Stress Distributi on of Welded Tubular T-Joints under Axial Load 378 Yong-Bo Shao, andseng-tjhen Lie Study on the Equivalent Bending Moment Coefficient of H-Section Aluminium Beam-Columns 384 Zheng Zhang, and Qi-Lin Zhang Research on Slip of Joint for Fastener-Style Steel Pipe Formwork Support 389 Xue-Feng Cai, Jin-Ping Zhuang, and Ji-Zhong Zhou Research on Typhoon Damage to Envelopes of Light-Weight Steel Buildings 394 Yu-Fen Jin, and Bin Wang Research on Lateral Resistance of High-Strength Coldformed Ultra-Thin-Wall Steel Wall Frames in Low-Rise Residential Structures 400 Qian Gu, Wen-Ke Bao, Xian-Quan Wang, and Guang-Yue Ma Study on Plastic-Zone Models for Advanced Analysis of Steel Frame 406 Lian-Kun Wang, Ji-Ping Hao, and Zhou Li Cation of Corrugated Steel Web in Long Span Continuous Bridge in China 413 Guang-HuiLi, andjian Wang Seismic Performance ofnew Structure System: Moment Steel Frame Partly with Flexible Connections 419 Shao-Wen Liu, Ji-Ping Hao, Jiang Zheng,and Ke Cheng viii
Residual Stress of High Strength Steel Welded Sections 424 Gang Shi, Hui- Yong Ban, Yong-Jin Shi, and Yuan-Qing Wang Resisting Seismic Behaviour Study of Three New Connection Protocols Used for Single Diagonal Eccentrically Braced Steel Frames 43n Xiu-Zhen Pan, Ji-Ping Hao, and Jie Gao Cyclic Test of Diagonal Stiffened Steel Plate Shear Walls 437 Chun-Hua Cao, Ji-Ping Hao, Wei-Hui Zhong, Feng Li, and Ying-Chun Wang Experimental Research on Tensile Behavior of Gusset Plate Connections to Slotted Tubes Member 443 Xing-Ping Shu, Zhi-Shen Yuan, Zhao-Long Ding, Li Peng, and Yun-Sun Ding Simplified Second-Order Elastic Design Method for Space Bei-Rong Lu, Xing-Ping Shu, and Pu-Sheng Shen Steel Frames 44N 3. Reinforced, Prestressed and Confined Concrete Structures Influence of Corroded Rectangle Steel Stirrups on Stress-Strain Curves of Confined Concrete 45"' Qiang Li, Di-Tao Niu, and Cheng-Zhong Zhang Influence of the Characteristic Value of Stirrup Reinforcement on Allowable Axial Load Ratio for Concrete Structural Walls 4di Liang Bai, Xing- Wen Liang, and Li Xin Experimental Investigation and Nonlinear Analysis of Abnormal Interior Joints in RC Frame Structures 4(>"? Tao Wu, Bo-Quan Liu, Liang Wang, and Guo-Liang Bai Seismic Behavior and Design Method of Abnormal Exterior Joints in Large-Scale Thermal Power Plant 472 Tao Wu, Bo-Quan Liu, Guo-Liang Bai,and Hong-Xing Li Study on the Design Methods to Resist Progressive Collapse for Building Structures---'- 47h Xin-Zheng Lu, Yi Li, Lie-Ping Ye Yi-Fei Ma, and Yi Liang Minimum Member Curvature Ductility Capacity for a 10-Storey R/C Framed Structure to Survive Future Code Design Level Earthquake Excitations in Hong Kong 484 Ping Dong, and Adrain M. Chandler ix
Analysis and Field Static Loading Test of Prestressed Concrete Beam 490 Qing-Xuan Shi, Jin-Jie Men, Qiu-Wei Wang, andkun Yang Investigation and Simulation Analysis of Concrete Damage of Anchorage Zone by Ball Anchor in Prestressed RC Cored Slabs of Certain Bridge 495 Wang-Xi Zhang, Wei-Jian Yi, Xiao-An Xie, and You-Kun Chen Derivation of Resistance Deflection Relationship of RC Members Using Softening Model 500 Cheng-Qing Wu, and Deric John Oehlers Discussion on the Improving Coefficient for Bearing Capacity of Spiral Reinforcement Column under Axial Compression 506 Wei Huang, Zhen-Feng Lu, Guo-Xin Chen, and Qian-Feng Yao Experimental Research and Numerical Simulation on Damping Behavior of Reinforced Concrete Components 512 Dou-Jian Zou, and Tie-Jun Liu 4. Masonry and Timber Structures Historical Strucures The Studies on Brick Masonry Structure with RC Constructional Column under Axial Load 521 Hai-Tao Wan, Xiao-Lei Han, andjingji Research on Compressive Behaviors ofn-type Block Masonry 526 Liang Huang, Cheng-Zhi Tao, Liang Chen, Bin Xu, Yu-Rong Guo, and Yan Xiao Numerical Simulation of Bond-Slip Models between FRP and Masonry in Pull Tests 530 Yn Su, ChengQing Wu, and Mike Griffith Study on the Constitution for Seismic Resistance of Chinese Ancient Buildings 537 Wei-Ming Yan, Qian Zhou, and Fan-Dong Kong Numerical Analysis on the Process of Tenon Pulled from Mortise of Chinese Wood Structures 543 Qian Zhou, Wei-Ming Yan, and Xiao-Sen Yang Study on Seismic Isolating of the Bracket Sets of Ancient Chinese Timber Buildings 548 Da-Feng Gao, Hong-Tie Zhao, Jian-YangXue, andxiao-zhu Li x
Experimental Research on the Aseismatic Characteristics of the Bracket Set and the Mortise Tenon Joint of Ancient Chinese Timber Buildings 555 Da-Feng Gao, Hong-Tie Zhao, Jian-YangXue, and Jing-Wei Liu The Study of Compressive Strength of Grouted Concrete Masonry 562 Wei-Rong Lu, Chu-Xian Shi, and Liang Huang 5. Novel Structural Systems, Composites and Hybrid Structures Experimental Study on the Mechanical Behavior ofhigh Strength Concrete-Filled Square Steel Tube Short Columns Subjected to Eccentric Pressure 571 Bin Li, and Yang Wen Double-Web Vierendeel Trusses and Square Hollow Section Fl-Joints 576 Jian-Chun Xiao, Ruo-Ming Tan, Jin-Fang Liu, Ke-Jian Ma, Tao Liang Experimental Study on Seismic Behavior of Mortise-Tenon Joints Reinforced with CFRP Sheets and Flat Steel in Chinese Ancient Wooden Building 581 Jian-Yang Xue, Ye-Shitan Yu, Hong-Tie Zhao Stiffness Research of Multi-Ribbed Composite Slab Based on Composite Material Model 58? Xiao-Feng Yu, and Qian-Feng Yao Behavior of Partially Encased Composite Columns Made with Welded H-Section Steel 592 Gen-Tian Zhao, Shan Wang, Zhi-Qiang Hao, and Xiao-Juan Zhu Experimental Behavior of WRC-T Concrete Filled Steel Tubular Columns under Axial Compression 50S Guo-Feng Du, Li-Hua Xu, Hao-Ran Xu, Fang Wen, and Xiao-Jun Zhou Bearing Capability Analysis ofnew U-Shape Composite Section 605 Yn-Zhen Chang, Wang-Ling Ling, and Xiao-Li Li Experimental Research on Concrete Filled Steel Tubular Columns with Trapezoidally Corrugated Jing Gao, and Bao-Chun Chen Steel Webs 611 Research On Load-carrying Capacity of Concrete Filled Steel Tubular Battened Columns 617 Fu-Chun Song, and Bao-Chun Chen xi
Experimental Study on Torsion Loaded CFST Dumbbell Members 624 Xiao-Hui Li, and Bao-Chim Chen Optimum Design of SRC Frame Beams Based on Bond-Slip Theory 629 Lei Zeng, Shan-Suo Zheng, and Chun-Guang Zha Optimum on HSHPC Applied to SRC Composite Structures Based on Matlab 634 Lei Zeng, Shan-Suo Zheng, and Shun-Li Che Strength and Ductility of High-Strength Concrete Columns Confined by High-Strength Lateral Ties 639 Kun Yang, Qing-Xuan Shi, Wei-Shan Jiang, Jin-Jie Men, and Qi-Fang Xie Stress-Strain Model of High-Strength Concrete Confined by High-Strength Lateral Ties 645 Kun Yang, Qing-Xuan Shi, and Wei-Shan Jiang Flexural Capacity of Steel-Concrete Composite Beams Strengthened with a Prestressed CFRP Plate 651 Jun Deng, Marcus M.K. Lee, Shi-QingLi, andpei-yan Huang Application of Composite Calculation Model for Analysis of Multi-Ribbed Composite Wall 657 Ying-Xia Tian, Qian-Feng Yao, Shun-Cheng Du Experimental Study on Polypropylene Fiber Reinforced Ceramsite Concrete Beam 663 Jun-Wu Tang, Hao Li, andhua-qian Qiao A New Approach for Predicting Shear Capacity Of SRC Columns 668 Kai Wu, Jian-Yang Xue, Hong-Tie Zhao, Xiao-Wei Jiang Shear-Bond Experimental Study of Cold-Formed Steel Deck and Concrete Composite Floors 672 Qing-Xuan Shi, Jin-Jie Men, Lei Yu, andxing-hu Zhang Study of Shear Bearing Capability to the New Type Composite Wall with Steel Reinforcement Concrete Frame Column 678 Ming-Sheng He, Hong-Bin Zhang, and Cheng-Gang Liu Nonlinear Analysis of the Axial Performance of Concrete Filled Stiffened Thin-Walled Steel Tubes 683 Zhong Tao, Brian Uy, Lin-Hai Han, andzhi-bin Wang xii *
Performance of CFRP-Strenghtened Concrete Filled Steel Tubes under Axial Compression 68y Zhi-Bin Wang, Zhong Tao, and Lin-Hai Han Calculation Method of Deflection for a Timber Beam Strengthened with CFRP Sheet 6<>5 Qi-FangXie, Jian-YangXue, Hong-Tie Zhao, and Jing-Jie Men Experimental Study on Axial Compressive Behaviors for Timber Column Strengthened with CFRP Sheets 700 Qi-Fang Xie, Jian-Yang Xue, Hong-Tie Zhao, and Jing-Jie Men Experimental Study on Dynamic Behavior and Seismic Response of Concrete Filled Square Steel Tubular Column Frame Structure 705 Cheng-Xiang Xu, Guo-Feng Du, Juan Chen, Lu-Tao Zhu, Xiao-Jun Zhou Numerical Simulation of Wind Pressure and Wind-Induced Vibration of Tension Membrane Structure 7Id Yan Bao, Dai Zhou, Lei Li, and Hua-Feng Li Experiment and FEM Study on Connection Rigidity of Truss to Concrete-Filled Square Tube Column in Staggered-Truss System Qi-Cai Li, QiangGu, andlin Shen 71ft Nonlinear Dynamic Analysis of SRC Frame Structures under Cyclic Loading 72-1 Bin Wang, Shan-Suo Zheng, Lei Li, Liang Zhang, Wei Wang, and Lei Zeng Study on Confined Performance of Concrete Columns Reinforced with Epibolic Steel Plate Shan-Suo Zheng, Bin Wang, Lei Li, Wei Wang, and Jian-Ping Wang 7.K) Probabilistic-Based Determination of the Embedded Length of GFRP Rod in Concrete 73(, Zheng He, and Guo-Wen Tian Experimental Study on Concrete Filled Circular Steel Tubular Column to Steel Beam Composite Frames 743 Wen-Da Wang, Lin-Hai Han, and Xiao-Ling Zhao Analysis on Axial Compression Bearing Capacity of Multi-Ribbed Composite Wall 749 Qian-Feng Yao, Guo-Xin Chen, Wei Huang, Qiang TangZhen-FengLu, andzeng-ke Yang xiii
xiv Shear Capacity of Multi-Ribbed Composite Wall 754 Qian-Feng Yao, Li-Na Hou, and Wei Huang Experimental Research on RC Shear Wall Structures Framed with Concrete-Filled Steel Tubular Columns 760 Fei-Yu Liao, Lin-HaiHan, andzhong Tao Analysis on Effective Bonding Length between Hybrid Fiber Reinforced Plastics and Casting-in-Place Concrete 766 Hai-TangZhu, Qi-Ming Zhang, Xiao-Yan Tian, and Gao-Gan Fang Shear Behavior of Steel Tube Confined Concrete Columns Subjected to Compressive and Bending Forces 770 Xiao-Dan Fang, Yi Lin, andjia-ru Qian Nonlinear FE Analysys of Square Concrete-filled Steel Tubular Columns with Inside-constraints under Axial Loads 777 Zhi- Wu Yu, and Sa-Sa He Parameters Analysis of the Behavior of Circular Concretefilled Steel Tube Stub Columns 782 Fa-Xing Ding, Xiao-Yong Ying, Zhi-Wu Yu, and Jin-Ping Ou Experimental Research on the New-Type Concrete Filled Steel Tubular Column-Slab Joint 789 Fu-Jun Liu, and Jian Cai Nonlinear Finite Element Analysis on Behavior of Bidirectional String Structures 794 Zhen-Zhou Pan, and Wei-Chen Xue Structural Safety Indices for Concrete Beams Prestressed with FRP Tendons 799 Wei-Chen Xue, Ren-Guang Zheng, Shu-Lu Zhang, Tian-Qi Yu, andxiao-hui Wang Calculation of Elastic Stress Increment of External Tendons in Simply Supported Steel-Concrete Composite Beams 805 Li-Li Bai, and Wei-Chen Xue Parametric Study on Ultimate Bearing Capacity Of Concrete-Filled Steel Tube Rib Arch 810 Wei Wang, and Wei-Lian Qu
6. Performance-Based Design and Optimization Design Performance of Hybrid Precast Beam-Column Concrete Connections 817 Dong-Yan Wang, Zhen-Bao Li, Wei-Ming Yan, Er-Wei Guo, andlu-yan Shi Experiment Study on the Bending Capacity of Sandwich Panel 824 Li-Xin Zheng, Xiao-Xiong Zha, and Pei-Chen Qin Performance-Based Seismic Fortification Criterion and Quantified Performance Index of RC Frame Structure 828 Jin-Jie Men, Qing-Xuan Shi, Qi Zhou, and Qi-Fang Xie Method of Performance Based Seismic Evaluation for Irregular Plane Reinforced Concrete Frame Structures 834 Jin-Jie Men, Qing-Xuan Shi, Qi Zhou, and Qiu-Wei Wang Optimization Design for Steel Reinforced Concrete Frame Beam Based on Ansys Finite Element Theory 840 Shan-Suo Zheng, Wei. Zhao, Lei Li, Bin Wang, Wei Wangand Liang Zhang Optimum for Appendix Damper of Dissipation Structure under Random Excitation 84S Qing-Guang He, and Yong-Feng Du Optimization Design of 3D Random Structures under Reliability Constraints of Eigenvalues 84') Bin Huang, Yi Zhao, and Yu-Bo Sun Group Search Optimization for Design of Space Trusses 854 Feng Liu, Xiao-Tong Xu, and Li-Juan Li Methods to Optimize Sensor Placement at High-Rise Structures Based on Gray Relevance Analysis 85*> Ming Li, and Zheng-Nong Li 7. Structural Test and Advanced Experimental Technique Pseudo-Dynamics Test Study on Seismic Performance of Support Structure System of Air Cooled Condenser 865 Lin Liu, Guo-Liang Bai, Xiao- Wen Li, Hong-Xing Li, and Chun-Lian Zhao xv
Hysteretic Behavior Research of High Strength through Bolts-Endplate Connections for Concrete Filled Square Steel Tubular Column 871 Xian-Tie Wang, Ji-Ping Hao, and Guan-Gen Zhou Load-Carrying Capacity of the High-Strength Steel Thin-Walled Box-Section Beam 877 Lei Gao, Hong-Cai Sun, Ke-Bin Jiang, and Guan-Yao Xu Experiment on Cyclic Behavior of Enlarged Beam Flange Reinforced Connection of Steel Moment-Resisting Frames 883 Ming-Zhou Su, Ji Miao, and Zhan-Ke Liu Experiment on Cyclic Behavior of Welded Flange Plate Reinforced Connections of Steel Moment-Resisting Frames 889 Ming-Zhou Su, Hong-Dong Ran, and Jie Chen Experimental Study on Joints of Steel Reinforced Concrete T-Shaped Column under Two Direction Low-Cyclic Reversed Loading 895 Zhi-Heng Deng, Guang-Xian Tang, PingXiang, and Xiao-Yan Wang Properties of Horizontally Reinforced Masonry Walls under Local Compression 901 Yu-Fen Zhang, Zhi-Quan Zhang, Jun-Hai Zhao, andxue-ying Wei Research on Shear Crack Loading of Steel Reinforced Concrete Special-Shaped Columns 907 Zong-Ping Chen, Jian-Yang Xue, Wang Ping, and Hong-Tie Zhao Experimental Research on Seismic Behavior Of Steel Reinforced Concrete L-Shaped Column 912 Zong-Ping Chen, Yi-Sheng Su, and Jia Bo Remotely Collaborative Pseudo-Dynamic Testing of a Multi-Span Bridge 918 Yun-Lei Fan, Yu-Rong Guo, Yan Xiao andxin-jiang Cai Experimental Research of Four Different Models of Cast-Inplace RC Frames Subjected to a Vertical Load 923 Su-Guo Wang, Xiao-Lei Han, JingJi, Fei-LueXu, and Ping-Hui Xu MDOF Substructure Pseudodynamic Testing for Complex Tall Building 928 Liang Huang, Xiang Gao, Chu-Xian Shi, and Sheng-Yun Chen xvi
Compensation for the Delay of the Real-Time Substructure Experiment by Using Neural Network Prediction 935 Jian-Wei Tu, Kai-Jing Zhang, and Wei-Lian Qu Low-Cycle Hysteretic Behavior of Beam-to-Column Extended End-Plate Connections Shao-Wen Liu, Ji-Ping Hao, Peng-Fei Yang, and Jiang Zheng 93') Experimental Study on Cast-in-Place Concrete Floor Drying Shrinkage Crack under Non-Loading 944 Li-Fu Chen, Wei He, Jian-Xin Yang, and Lei Shi Full Scale Subassemblage Test of All-Steel Buckling Rest-Rained Brace 94'.) Ning Ma, Jun-Xian Zhao, Bin Wu, Hui Li, Yong Wu, and Jinping Ou Experimental Research on New Type Braced Frame Structure Subjected to Cyclic Loading 955 Song Gu, Jin-Song Lei, and Takao Takamatsu Development of a Remote Hybrid Testing Platform for Bridge Structures %l Yu-Rong Guo, Yitn-Lei Fan, and Yan Xiao Internet Remote Controlled Experiment System %<> Claudio Olmi, Gang-Bing Song, and Yi-Lung Mo Fatigue Experiments On CFRP Repaired Welded Thin-Walled Rhs- To-Rhs Cross-Beam Connection 971 Zhi-Gang Xiao, Xiao-Ling Zhao, and Fidelis Rutendo Mashiri 8. Foundation, Underground Structures and Soil-Structure Interaction Method for Ultimate Bearing Capacity of Foundation Based on 3D Failure Surface 9X1 Ling Mei, Guo-Xiong Mei, Lin-Hui Song, and Jin-Min Zai Application of Frame Structure with Pre-Stressed Anchor Rod for Treatment of Deep Cutting Slope Engineering 987 Flui-Shan Li, Ping Li, Xue-Tao Wen, anclxin-bo Yang Structure and Waterproof Measures for Metro to Traverse Ground Fissures in Xi'an 994 Qi-Yao Wang, Jian-Bing Peng, Qiang-Bing Huang, and Wen Fan ' xvii *
Seismic Responses Analysis of Historic Building Based on Soil-Structure Interaction 998 Zhao-Bo Meng, Wei-Bing Hu, Min-Zhe Wu, andjun Yuan The Study on Mechanical Model and Bearing Capacity of SFRC Double- Column Conbined Thick Caps with Six. Piles 1004 Yuan-Yuan Zhang,Li-Hua Xu, and Ji-Xiang Li Study on the Lateral Loading Behavior of Pretressed High Strength Concrete Pipe Pile in Layered Wan-Qing Zhou, Jian Cai, Yi-Xi Lin, and Liang-Ji Huang Soils 1010 Research of Rectifying and Reinforcing the Tilting Buildings Using Quicklime Pile in Collapsible Loess 1016 Yong-Qiang He, and Yan-Peng Zhu Analysis on the Global Stability of Soil Nailing Supporting Structure for Reinforcement of Soil Slope 1022 Yong Zhou, and Yan-Peng Zhu Analysis of Internal Forces of Grillage Flexible Slope Supporting Structure with Prestressed Anchors Considering the Torsional Effects among Beams and Columns 1029 Yong Zhou, and Yan-Peng Zhu xviii