《第六届太平洋地区结构钢会议录 第2卷》求取 ⇩

VOLUME2667

VI.STEEL STRUCTURE CONNECTION TECHNOLOGY667

Connection Flexibility of C-Shape Cole-Formed Steel Connections＆Lei Xu and Jia Cui（Canada）667

Rigid Bolt Connection for Rod Bracing＆Nobuyoshi Yashima and Kiyokazu Kobayashi（Japan）673

Design＆Research of Intersecting Welding Joint of Steel Pipe＆Yingru Lin（China）679

Streamline Geometry Optimization in Beam-Column Connection ＆Wu-bo Qi and Hiroaki Mimura（Japan）687

Experimental Research on Flexible Rigidity of Uni-planar KK Tubular Joints＆Wei Wang.Yiyi XChen,Yangji Chen,Xianzhong Zhao and Peng Liu（China）693

Ultimate Strength and Failure Modes of Tension Angles Jointed with High-Strength Bolts＆Kuniaki Udagawa and Takao Yamada（Japan）699

Experimental Studies on the Fundamental Properties for High-Strength Bolt Connections at Elevated Temperatures＆Guoqiang Li,Yingzhi Yin and Mingfei Li（China）705

Study on the Static Characteristics of WBFW Type Beam-to Column Connections＆Tatsuya Nakano,Hiroshi Masuda and Atsuo Tanaka（Japan）713

Research on Dynamic Property of Steel Structural Joints＆Yongchun Xu and Jingzheng Liu（China）719

Characteristics of Friction Type Connection on Longitudinally Profiled Plates with High-Strength Bolts＆Kyoung-Seok Eo.Kyoung-Sup Jung,Sang-Ik Woo and Myoun-Mo Kim（Korea）726

Simplified Second-Order Analysis of Semi-Rigidly Connected Steel Frames＆Weiliang Xu,Han Jiang and Yukun Sun（China）739

Cyclic Tests of Bolted-Angle Connections＆Yanghui Xu and Kazuhiko Kasai（Japan）745

An Investigation into the Load-carrying Behavior of Gusseted Joints in Welded Steel Trusses＆Zeyuan Shen and Xiyuan Zhao（China）751

Two New Semi-Rigid Joints For Moment-Resisting Steel Frames G Charles Clifton and John W Butterworth（New Zealand）764

Experimetal Analysis on Bolted End-Plate Connections in Lightweight Steel Portal Frame Structures＆Gang Shi ,Yongjiu Shi,Hong Chen,Yuangqing Wang and Jun Jing（China）770

Strength of Butt Welds and Transverse Fillet Welds in Very High Strength（VHS）Circular Steel Tubes＆Hue Jiao and Xiao-Ling Zhao（Australia）775

Thorough Section Welding Procedure Research of Q-S PTSRL Plate Girder＆Jinduo Zhang,Jingyi Sun,Xiangjun Xu and Dongwel Cao（China）781

Experimental Research on Beam-column Connections under Low-cycle Cyclic Loading＆Hong Chen,Yongjiu Shi,Yuanqing Wang,Zhaofan Li and Dawei Zhao（China）787

Analysis of Bearing CAPACITY OF High-Strength Bolted Joints at High Temperature＆Shenggang Fan ,Ganping Shu and Zhitao Lü（China）793

Experimental Research on Semi-rigid Steel Beam-to-column Joints under Cyclic Loading＆Yan Wang ,Hongyuan Zhang and Huajun Li（China）800

VII.BRIDGE,TOWER,CONTAINER AND SPECDIAL STEEL STRUCTURE811

Superstructure Design of Wuhu Yangtze River Main Bridge＆Jinchang Chen.Jing Fang and Congmin Su（China）811

Evaluation for Critical Direction of Dynamic Response of Steel Bridge using Coherence Functions＆Tomoyuki Ikeuchi,Hitoshi Morikawa and Isao Matsui（Japan）817

Field Loading Test of Fully-Welded Cable-Stayed Steel Bridge＆Sheng-Jin Chen and Kuo-Chen Yang（Taiwan China）823

The Technology of Construction for the Large-scale Rotating Equipment＆Tianshu Wei and Junsheng Liu（China）829

Life-Cycle Cost Optimization of Orthotropic Steel Deck Bridges＆Cho,Hyo-Nam:Min,Dae-Hong and Lee,Kwang-Min（Korea）835

HZCB200 Prefabricated Bridge＆Guangyao Xu,Hongcai Sun,Damin Chang,Liheng Zhu ad Jinning Wang（China）845

Effect of Safety Factors of Main Cables and Hangers on Static and Dynamic Instabilities of 3000-meter Long-span Suspension Bridges＆Masatsugu Natgai,Kunlel Nogami,Hirlki Yamaguchi and Eiji Iwasaki（Japan）850

View China for Bridge Steel and Bridge Fabrication＆Yexiang Qian,Hongbo Wang and Weiping Yang（China）856

Current Status and Development Trend of Highway Bridge Steel Structure in China＆Li Guo and Zhaowei Liang（China）862

Assembly and Weld of Spherical Tank in China＆Xishan Shi and Donghai Yao（China）868

Installation Technique of Curved Steel Box-Girder Bridge＆Zhijie Tian and Yunxiang Wei（China）874

The Construction Evolution,Status and Market Prospect of China Spherical Vessels ＆Weiji Han and Haili Han（China）879

Manufacturing Technique of Steel Box Girder of Long-spanned Suspension Bridges and Cable-stayed Bridges in China＆Ling Bai,Zhibin Zeng,Feng Wen and Yongji Shi（China）885

Design and Construction of the NANJING Second Yangtz River Bridge（Steel Box Girder Cable-stayed Bridge） in China＆Zhiqiang Shi,Jian Yu,Feng Wen and Xiaoguang Liu（China）891

Fabrication of Steel Girders with Integral Joints for Wuhu Yangtze River Bridge ＆Zhaoqi Guo,Junping Li,Suili Wang and Lifen Ma（China）897

Development of CD-ROM for a Steel Suspension Bridge-Tsing Ma Bridge＆Hongxian Guo and Jizhi Wang（China）903

Design and Construction of Steel Structure in Artificial Cliff＆Yufan Liang,Yuanqing Wang,Xinjun Liao and Yongjiu Shi（China）909

Research on Fatigue Design Strength for Steel Construction of Wuhu Cangjiang River Great Bridge＆Yuling Zhang ,Jianmin Zhang and Jiyan Pan（China）915

VIII.BUILDING STEEL STRUCTURE923

Design on Steel Structure of Central Rotating Rotunda of China Millennium Monument＆Jianzhong Xie.Qing Chao,Zengqing Shen,Jingjun Liu and Zhenzhong Xiao（China）923

Site Activities on Quality Assurance of Steelwork Construction＆Koichiro Okuto（Japan）932

A New Jype of Spatial Structure----Beam String Structure＆Zhengxiang Bai and Xiliang Liu（China）938

The Expert Treatment System of Fatigue Loading Spectrum for Large-Span Grid Structures＆Honggang Lei,Chao Dong and Yan Pei（China）944

The Steel Structure Design for Xi an International Exhibition Center＆Shuangjing Wen,Zhaoxing Hou,Jianping Yang,Yun Wang,Fansheng Zeng,Qi Yang and Shibin Wang（China）950

The Study and Design on Flexibly Supported System for Glass Claddings with Point-Suporting Syntem in the Tsinghua University s Aquatic Center＆Zhe Wang,Yuanqing Wang ,Yongjiu Shi and Yue Xu（China）956

The Testing Research on Equal-Amplitude Fatigue Behavior of Large-Span Grid Structures＆Honggang Lei,Yan Pei and Chao Dong（China）962

Aerological Slide-orm Construction Method of Long-span Spatial Steel Structure＆Hugen Jin,Jinrong Liu and Xin Jin（China）967

Integral Hydraulic Lifting Construction of Communication Tower Crossing -Over Roofs＆Minda Yin,Jinghui Pang,Dongyun Ge and Zhengxi Li（China）975

Large-Span Arch Steel Structures Design and Construction＆Zhen Huang and Muquan Li（China）984

The Constructional Method of Removal of Dual Tower Crane in the Construction of Two-direction Overhanging Roof Structure＆GuangjianBao.Xu Wang and Zhenmin Chen（China）988

New Technology of Large-span Space Pipe Truss Erection---Erection Technology of Shanghai New International Exo.Center＆Zixiang Liu（China）996

Organic Connections among Energy-Saving,Lighting,Ventilating and Modelling in Design of Industrial Building with Light Steel Structures＆Anyu Zhu（China）1003

Some Key Techniques for the Static Overall Model Test on Super Spatial Structures＆Xianzhong Zhao,Zuyan Shen,Yiyi Chen and Yangji Chen（China）1006

Study of Elastic Horizontal Transmutation Checking in High-Rise Buildings＆Zhiyong Yang and Ruoquan He（China）1012

Steel Structure Design of Guangzhou Ocean Apartment/Parking /Office Building＆Weijun Chen（China）1018

The Design and Analysis of Steel Industrial Buildings with Heavy Cranes＆Quan Chen,Xiumin Li,Yuangqing Wang and Yongjiu Shi（China）1024

The Design and Analysis of Steel Portal Frame in Hydropower Plant Building＆Xiaomin Shi,Yuangqing Wang and Hong Chen（China）1030

Monolithic Removing Technology in Light-steel Structure Buildings＆Hangxian Hu（China）1036

Stability Analysis of Tower Crane in the Erection of Tower Buildings＆Yongjian Liu ,Xuhong Zhou and Qishi Zhou（China）1042

Work Behavior of Tapered Portal Steel Frame with Holes in Web＆Jinsan Ju and Liang Yu（China）1048

IX.STEEL AND CONCRETE COMPOSITE STRUCTURE1057

The Continuity of Behaviors for Circular,Square and Octagonal Forms for Concrete Filled Steel Tube（CSFT） Members under Axial Compression＆Shantong Zhong,Hongtao Cheng and Suimel Zhang（China）1057

Structural Charateristics and Strength of Concrete-Filled Steel-Box（SC）Wall＆Katsuhiko Emori（Japan）1064

A New Type of Steel-Concrete Composite Plate＆Keijian Ma,Jianchun Xiao,Huagang Zhang,Hong Zhang,Hanping Zhang,Xin Qi,and Fengjun Bai（China）1070

Strength and Ductility Prediction of Concrete-filled Steel Columns through Cyclic Lateral Load Analysis＆Hanbin Ge,K.A.S.Susantha and Tsutomu Usami（Japan）1076

The Research and the Use of Centrifugal Concrete Filled Thin-wall Steel Tubular Structures in China＆Guoling Xu（China）1082

The Evolution of Tubed Concrete Columns＆Yan Xiao（USA）1088

Experimental Study on the Ultimate Bearing Capacity of Concrete Filled Steel Tubular Short Columns＆Jiansuo Ma.Caiping Liu and Guangquan Xu（China）1094

The Behavior of CFT Column with Air Cavity＆Jin-Ho Kim,Sang-Woo Jeon,Myung-Jae Lee and Mun-Sik Choi（Korea）1100

Bearing Capacity of Gangue Concrete Filled Steel Tubular Columns under Axial Compression＆Guochang Li and Shantong Zhong（China）1106

Behaviour of a Semi-Continuous Beam-Column Connection for Composite Slim Floors＆Mikko Malaska and Pentti M?kel?inen（Finland）1112

Influence of Concrete Compaction on the Behavior of Concrete Filled Steel Tubes with Recangular Sections＆Linhai Han，Youfu Yang and Shanzhang Yan（China）1118

Tensile Behavior of CFT Column-to-H Beam Connections with Expernal T-stiffeners＆Chang-Honn Kang，Kyung-Jae Shin，Young-Suk Oh and Tae-Sup Moon（Korea）1124

Hysteretic Behaviors of Concrete-filled SHS Beam-Columns Subjected to Low-cycle Loading＆Zhong Tao and Linhai Han（China）1130

Long Term Analysis of Continuous Steel-Concrete Composite Bridge Beams＆F.Mola,M.apelli and R.Sicilia（Italy）1136

Study of the Concrete Slab-Steel Truss Composite Structures ＆Meixin Ye（China）1142

Effect of Uncertainties of Material Strengths on Load Carrying Capacity and Ductility of CFT Column＆Hiroyuki Nakahara,Kenji Sakino and Kazuo Matsumura（Japan）1147

Experimental Studies on Concrete-Filled Steel Tubular Frames Subjected to Horizontal Cyclic Lozading with Constant Vertical Loading＆Wenfu Zhang,Shantong Zhong and Linhai Han（China）1153

Time Dependent Second Order Effects in Slender Composite Columns＆Franco Mola and Alessandro Palermo（Italy）1159

Experimental Studies on Dynamic Properties of Braced CFT Tube System＆Wenfu Zhang and Shantong Zhong（China）1165

Shear Strength of Steel and Concrete Composite Columns＆Yan Xiao,J.C.Anderson and Tolga T.Yaprak（USA）1171

Numerical Simulation and Research on Hysteretic Model for Concrete-Filled Square Steel Tube Columns＆Zhihao Lu and Yiyi Chen（China）1177

Behavior of Axially Loaded Concrete Filled Square Steel Tubular Stub-Columns with Spiral Reinforcement＆Se-Wook Ko.Myung -Ho Lee,Young-Suk Oh ,Kyung-Jae Shin and Tae-Sup Moon（Korea）1183

Separated Stress -Strain Models of Steel and Concrete of CFSST Short Columns＆Ming Zhou and Sumei Zhang（China）1189

Behavior of Concrete-Filled Rectangular Steel Tube Short Columns＆Zaili Ye and Sumei Zhang（China）1195

Behavior of Braced Frame with Concrete-filled Steel Tube Columns＆Feng Li and Sumei Zhang（China）1201

Moment Redistribution in Continuous Composite Steel-Concrete Beams with Profiled Sheeting＆Jianguo Nie and Jiansheng Fan（China）1207

Experimental Analysis of Prestressed Steel-concrete Continuous Composite Beams＆Yaming Xiao（China）1213

Finite Element Analysis of Steel-concrete Composite Truss＆Yaming Xiao（China）1219

Discussion on Application and Theory of Partly Prestressed Concrete Filled Steel Tubular Spatial Truss＆Yizhou Zhuang（China）1225

X.MAINTENANCE AND RECONSTRUCTION OF STEEL STRUCTURE1233

Fatigue Damage Detection Model for Steel Bridges ＆Enio Pontes de Deus and Udo Pell（Brazil）1233

Research on the Emergency Repair of Concrete Bridge Superstructure＆Zhuobin Wei（China）1239

Fatigue Strength of Crane Girders with Filleted Corner Ends＆Jianping Yang,Xiaoli Tong,Jiaqi Zhang,Guoyin Yu,Hua Jiang,Youhuai Zhou,Haibo Cheng and Guangsheng Li（China）1244

Reliability of Existing Structures Based or Random Proof Loads＆Junzhi Zhang and Guiqing Li（China）1249

Assessment of Fatigue Life of Crane Beam Group＆Yunling Hui,Jiaqi Zhang ,Xiaoli Tong,Xinquan Wang ,Yingji Zhao,Guibo Dong and Mingtao Xu（China）1255

Study of Corrosion and Strengthening of Tanks in Oil Bunker＆Yongchun Xu and Jingzheng Liu（China）1261

Remaining Fatigue Life and Safety of Old Riveted Truss Bridge＆Weizhen Chen,Chunsheng Wang and Lei Xu（China）1268