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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