PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG

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1 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

2 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

3 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

4 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

5 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

6 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 *

7 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

8 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

9 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

10 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

11 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 *

12 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

13 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

14 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

15 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

16 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 *

17 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