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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
UNIVERSiTATSBIBUOTHEKHANNOVER
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 ofHigh Performance Structures with Hybrid FRP Composites it
Zhi-Shen Wu, Xin Wang, and Kentaro Iwashita
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 BoundaryCondition 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 ofMembers ofReticulated 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 ofBeam-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 2H
Xuan-Sheng Cheng, Yong-Feng Du, and Qing-GuangHe
• v •
Nonlinear Finite Element Analysis ofBeam-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 ofBridge 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-FengZhang, and Ji-PingHao
Stability Analyses of the Long-Span 3D-Trussed Arches of the SphericalReticulated Mega-structure in the Construction Process 274
Yong-Jun He, Xu-Hong Zhou, andShun-Wu Jiang
Partition ofProbability-Assigned Space in Probability DensityEvolution Analysis ofNonlinear 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 3lu
Li-Zhong Jiang. Wang-Bao Zhou, and Yu-KunTang
Performance of Steel Portal Frame with Local Buckling of TaperedM-Section Beam or Column 3I<>
Net Yang, and Zhuan-Li He
Parametric Analysis of Mechanical Properties for the New Type BucklingRestrained 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 Steel Frames 44N
Bei-Rong Lu, Xing-Ping Shu, and Pu-Sheng Shen
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, andAdrain 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 ofthe Bracket Sets ofAncient 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 ofAncient 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 ofMulti-Ribbed Composite Slab Based on Composite
Material Model 58?
Xiao-Feng Yu, and Qian-Feng Yao
Behavior ofPartially 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 Steel Webs 611
Jing Gao, and Bao-Chun Chen
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 ofHigh-Strength Concrete Confined by High-StrengthLateral 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 ofMulti-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 ofDeflection 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 71ft
Qi-Cai Li, QiangGu, andLin Shen
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 7.K)
Shan-Suo Zheng, Bin Wang, Lei Li, Wei Wang, and Jian-Ping Wang
Probabilistic-Based Determination ofthe 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, andXiao-Ling Zhao
Analysis on Axial Compression Bearing Capacity ofMulti-Ribbed
Composite Wall 749
Qian-Feng Yao, Guo-Xin Chen, Wei Huang, Qiang TangZhen-FengLu, andZeng-Ke Yang
• xiii •
Shear Capacity ofMulti-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, andJin-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
• xiv •
6. Performance-Based Design and Optimization Design
Performance ofHybrid 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 ReliabilityConstraints ofEigenvalues 84')
Bin Huang, Yi Zhao, and Yu-Bo Sun
Group Search Optimization for Design ofSpace Trusses 854
Feng Liu, Xiao-TongXu, 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 SupportStructure 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 93')
Shao-Wen Liu, Ji-Ping Hao, Peng-Fei Yang, and Jiang Zheng
Experimental Study on Cast-in-Place Concrete Floor Drying
Shrinkage Crack under Non-Loading 944
Li-Fu Chen, Wei He, Jian-Xin Yang, andLei 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 ofFoundation 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 ofDeep 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 ofHistoric 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 Soils 1010
Wan-Qing Zhou, Jian Cai, Yi-Xi Lin, andLiang-Ji Huang
Research ofRectifying 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
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