Fourth International Conference on Advances in Steel Structures. Proceedings of the Fourth International Conference on Advances in Steel Structures 13–15 June 2005, Shanghai, China

Content: 
Preface, Page v, Z.Y. Shen, G.Q. Li, S.L. Chan
International advisory committee, Pages vii-ix
Local advisory committee, Pages x-xi
Local organizing committee, Page xii
Structural steel design codes: Vehicles for improving practice or for implementing research?, Pages 3-11, D.A. Nethercot
Direct strength design of hot-rolled and cold-formed steel compression members, Pages 13-20, Gregory J Hancock, Daniel O Cook, Robert E Moisy, Andy Yen
Roof structure design of Shanghai South Railway Station, Pages 21-29, Dasui Wang, Jianlong Zhou, Shi Li
Some developments in tubular joint research, Pages 31-40, Jaap Wardenier, Yoo Sang Choo
Theory, design criteria and practical applications of curved members in construction, Pages 41-50, Reidar Bjorhovde
On the treatment of joint rotations in buckling analyses of space frames, Pages 51-60, Yeong-Bin Yang, Liang-Jenq Leu
Advanced Analysis for Steel Design: From Theory to Practice, Pages 61-67, W.F. Chen, S.E. Kim
Failure mechanism of reticular shells subjected to dynamic actions, Pages 69-82, S.Z. Shen, X.D. Zhi
Instability research of single layer reticulated shells at Tongji University, Pages 83-92, Z.Y. Shen, Y.Q. Li, Y.F. Luo
Simplified design of crane girders with open cross sections subjected to biaxial bending and torsion, Pages 95-104, J. Lindner, T. Glitsch
Geometric imperfections in stainless steel cross-sections, Pages 105-112, Mahmud Ashraf, Leroy Gardner, David A. Nethercot
Flexural-torsional buckling of arches under directed or hydrostatic loads, Pages 113-120, M.A. Bradford, Y.-L. Pi
Tests of aluminum alloy circular hollow section compression members, Pages 121-130, Ji-Hua Zhu, Ben Young
Elastic in-plane buckling of circular tied steel arches, Pages 131-136, M.A. Bradford, Y.X. Zhang, R.I. Gilbert
Behaviour and design of webs in high strength steel under flexural loading, Pages 137-142, Andrew Wheeler, Bridge Russell
Behaviour of slender fabricated high strength steel columns subjected to biaxial bending, Pages 143-148, B. Uy, M. Mursi, J. Haedir, J. Lee
Numerical simulation of high strength steel lipped channel columns, Pages 149-154, Demao Yang, Gregory J Hancock
Ultimate load-carrying capacity of shuttle-shaped box hollow-section column, Pages 155-160, K. Deng, Y.L. Guo, D.B. Hu, J.B. Liu
The Restraining requirements for the buckling-restrained brace, Pages 161-166, Y.L. Guo, J.B. Liu, D.B. Hu, K. Deng
Study on the out-of-plane stability of bending cantilever beam, Pages 167-172, Lan Peng, Lu Nianli, Luo Bing
Elastic stability of centrally loaded partially restrained steel I-sections, Pages 173-178, Mathias Glaesle, Martin Pircher, Russell Bridge
Ductility of stiffened steel box member, Pages 179-184, Osama Mohamed, Tatsuro Sakimoto, Toshitaka Yamao
Load-carrying capacity and application of locally buckled hollow section stub, Pages 185-190, Tao Liu, Yanlin Guo
The research of the effective length for the column in stability analysis of steel frames with semi-rigid connection, Pages 191-196, Yan Wang, Wenhui Yang
Effect of two directional loading on ductility and ultimate strength of steel bridge piers with inner cruciform walls, Pages 197-202, Wang ZhanFei, Toshitaka Yamao, Zenta Ishii
Plastic deformation of beams in steel moment-resistant frames subjected to strong earthquakes, Pages 203-208, Nakahara Hiroaki, Yamanari Minoru, Ogawa Koji
Experimental and numerical analysis on steel box-section beam-columns under cyclic bending, Pages 209-214, Su Mingzhou, Gu Qiang
Nonlinear Analysis of Inelastic Steel Frames, Pages 217-224, L. Xu, Y. Liu
Second-order analysis and design of pitched-roof steel frames, Pages 225-232, N. Silvestre, D. Camotim
Practical advanced analysis for semi-rigid frame design, Pages 233-238, Ji Chen
Longitudinal bracings requirements of sway buckling industrial frame, Pages 239-244, Tong Gen-Shu, Li Dong
Optimal Design of Special Steel Moment Frames under Extreme Seismic Loading, Pages 245-250, Yanglin Gong
Experimental research and finite element analysis on steel frame structure with new infilling cavity wall, Pages 251-256, Qian Gu, Xiaofan Liu, Kejian Guan, Shaomin Peng
Experimental research on lateral-load resistance of steel frames with ALC out-hanged and in-filled walls, Pages 257-262, Wang Cheng, Liu Yu-Shu, Zhang Bin
The analysis of steel gabled frames with flexible connections, Pages 263-268, X.J. Liao, Y.J. Shi, Y.Q. Wang
System reliability assessment of planar steel frames, Pages 269-275, Liu Yu-shu, Li Guo-qiang
Topology optimization of bracing in steel structures by genetic algorithm, Pages 277-282, Mahmoud R. Maheri, D. Safari
Accurate and simplified design method of staggered truss system considering second-order effects, Pages 283-288, Mo. Tao, Zhou Xuhong
The integral stability analysis of the long-span tension-chord portal frame, Pages 289-294, Tang Kun, Liu Baodong, Gong Junqing
Characteristics of 3D steel subassemblages with steel RHS column and wide flange beam stiffened by external diaphragm under biaxial lateral force, Pages 295-300, Sui WeiNing, Yamanari Minoru
Second-order analysis for space framed structures with a gradually elasto-plastic numerical model, Pages 301-307, Zhou kui, Zheng Qizhen, Song Qigen
Collapse analysis of 3D steel frame by a fiberd plastic hinge method, Pages 309-314, M. Shugyo, M. Shimazu, Y. Sakumoto
Dual system design of steel frames incorporating buckling-restrained braces, Pages 315-320, Qiang Xie
A computational model for elastic analysis of steel moment frames with RBS connection, Pages 321-326, Ardehsir Deylami, Hamidreza Habashi
Experimental studies of frames with steel-concrete composite beams under low reversed cyclic loading, Pages 327-332, Xue Weichen, Li Jie, Li Kun, Yang Feng
Experimental and numerical studies of double storey scaffolds, Pages 333-339, A.Y.T. Chu, S.L. Chan, F. Albermani, K.F. Chung
Evaluation of buckling strength of single layer reticulated shells for design practice, Pages 343-350, Shiro Kato
Second-order codified P-Δ-δ analysis for design of long-span roofs allowing for Δ0 and δ0 imperfections-A powerful & matured technology for use by engineers, Pages 351-360, S.L. Chan
Introduction of structures of some stadiums and gymnasiums for Beijing 2008 Olympic Games, Pages 361-368, Xiliang Liu
Some practical aspects of modeling lattiice towers, Pages 369-375, S. Kitipornchai, F. Albermani, Wenjiang Kang, Heung-Fai Lam
The behaviour of cylindrical steel shells supported on local brackets, Pages 377-382, Cornelia Doerich, J. Mark F.G. Holst, J. Michael Rotter
Construction of Ma On Shan Indoor Recreation Centre, Pages 383-388, M.K. Tong, C.T. Wong, C.C. Choy
Elastic buckling of thin cylindrical shells under local axial compressive stresses, Pages 389-394, Minjie Cai, J. Mark F.G. Holst, J. Michael Rotter
The inflection performance analysis of the complex single-layer cable net under horizontal load, Pages 395-399, F. Sun, Y.Q. Wang, Y.J. Shi, Ken Y. Luo, Y. Xu
Experimental research and finite element analysis on new joint of reticulated shells, Pages 401-406, Wang Xian-tie, Hao Ji-ping
Study on the dynamic capabilities of Arched Corrugated Metal Roof, Pages 407-412, Y.Q. Wang, C.D. Tan, Y. Zhang
Modeling of cable-bar nonlinear finite element of wide-span transmission line system and analysis of its dynamic behavior, Pages 413-416, Xu Xinsheng, Zhang Yumin, Su Su
A study on dynamic stability of elastic structures by degree of stability of equilibrium, Pages 417-422, Ye Jihong, Shen Shizhao
Experimental research on double-layer cylinder composite grid shell structure, Pages 423-428, Yin Zhixiang, Liu Zhiyang
Dynamic analysis of a levy dome, Pages 429-434, Zhou Ji, Wang Hong-jun, Zhang Qi-lin
Theoretical analysis and experimental study on tensegrity system, Pages 435-440, Chen Zhihua, Shi Jie
Review of construction analysis methods for cable-strut tensile structures in China, Pages 441-445, Zyan Shen, Qingxiang HE, Fengbao Zhang
A simple method for form finding of cable nets based on nonlinear displacement analysis, Pages 447-452, Hongxia Wang, Daihua Wu, Wanli Pu
Stability analysis of circular steel arches in a long-span spheroidal shell structure, Pages 453-458, Y. Zhao, X.C. Chen, S.L. Dong
Strengthening silos and tanks against elephant's foot buckling, Pages 459-466, J.F. Chen, J.M. Rotter, J.G. Teng
Finite element analysis of cold-formed steel lipped angle compression members, Pages 469-478, Ben Young, Ehab Ellobody
Experimental and analytical study on stability and ductility of thin-walled columns under bidirectional cyclic load, Pages 479-486, Yoshiaki Goto, Kunsheng Jiang, Makoto Obata
Design and tests of cold-formed stainless steel sections subjected to concentrated bearing load, Pages 487-496, Feng Zhou, Ben Young
Erosion effect of geometrical and material imperfections on the buckling strength of thin-walled cold-formed steel members, Pages 497-504, V. Ungureanu, D. Dubina
Material properties of cold-formed thick-walled steel, Pages 505-510, Zhu Aizhu, Guo Yaojie
Analysis of Hysteretic Behavior of Cold-Formed Thin-Wall C Steel Members, Pages 511-516, Dong Jun, Wang Shiqi, Zhang Xuejiao
Structural behaviour of oval hollow sections, Pages 517-522, L. Gardner
A study on bolted connection of built-up I-shaped member consisting of double thin-walled cold-formed lipped channels, Pages 523-528, Xuemei Tang, Hongwei Ma
The latest development and application of aluminium alloy roofing system, Pages 529-534, Zhang Xiao Xin, Guo Xuan
Effect of cutting on initial geometric imperfections of cold-formed steel stub columns with lipped C-section, Pages 535-542, X.P. Wang, K.F. Chung, S.S.E. Lam
Innovative FRP-steel-concrete hybrid columns, Pages 545-554, J.G. Teng, T. Yu, Y.L. Wong, S.L. Dong
3-D inelastic analysis of hollow and concrete-filled steel columns, Pages 555-562, Shengbin Gao, Hanbin Ge
Research on Confined Concrete Filled Tubular (CCFT) Columns, Pages 563-570, Yan Xiao, Wenhui He, Xiaoyong Mao
Nonlinear finite element analysis of SCC filled steel tubular beams, Pages 571-577, Hui Lu, Xiao-Ling Zhao, Lin-Hai Han
Debonding failure model for FRP retrofitted steel beams, Pages 579-586, S.P. Chiew, S.T. Lie, C.K. Lee, Y. Yu
Experimental study on composite frame beam, Pages 587-592, Cheng Xiaoyan, Du Xinxi, Shi Hao
Experimental research on the bearing capacity of axially loaded composite columns with concrete core encased by steel tube, Pages 593-598, Wang Lijiu, Chi Yaohui
Seismic behavior of post-tensioned precast concrete-filled tube segemental bridge columns, Pages 599-604, Chung-Che Chou, Yu-Chih Chen, Ming-Shan Chien
Study of holistic resistant behavior of steel frame—Concrete tube structure of different connection types of nodes, Pages 605-610, Dai Shaobin, Huang Jun, Zhu Jian
Ultimate capacity of rectangular CFT columns with high-strength concrete, Pages 611-616, Dung M. Lue, Tsong Yen, Jui-Ling Liu
The behaviour of composite steel beams with precast hollowcore slabs in hogging moment regions, Pages 617-622, D. Lam, F. Fu
Strength of slender steel reinforced concrete composite columns, Pages 623-628, Gentian Zhao, Yonghe Li, Bin Li, Gang Xue, Zhuo Han, Fubo Cao
Finite element simulation of cable sliding in membrane pocket, Pages 629-634, Y.L. Guo, E.N. Zhang
Inelastic behavior of a new-type cable-arch structure, Pages 635-640, S.H. Hu, Y.L. Guo
Longitudinal shear strength of concrete flanges of composite beams, Pages 641-646, H.U. Xiamin, R.A.M.M. Wieland, Zhang Qi
Hydration heat and shrinkage of HSS columns filled with self-consolidating concrete, Pages 647-652, Lin-Hai Han, You-Fu Yang, Yong-Jin Li, Bin Feng
Cyclic behaviour of self-consolidating concrete (SCC) filled HSS columns, Pages 653-658, Lin-Hai Han, Jing-Tuan You, Xiao-Kang Lin
Flexural behavior of steel tubes filled with self-consolidating concrete, Pages 659-664, Hui Lu, Lin-hai Han
Applied research of light steel rib-concrete with dipy construction formwork system, Pages 665-670, Ren Zhengyue, Wang Lijiu
Experimental study on concentrically compressed stub columns reinforced by concrete filled CFRP-steel tube, Pages 671-676, Qing-Li Wang, Guo-Ye Wang, Fo Han
Theoretical analysis about concentrically compressed concrete stub columns reinforced by concrete filled CFRP-steel tube, Pages 677-682, Qing-Li Wang, Jin Xu, Ying-Fu Ning
The study on the restraining stiffness of joints of steel beams to CFST column, Pages 683-688, Wang Zhan, Yuan Jixong, Chen Juan
Non-linear analysis of the initial stress effect on the behavior of concrete-filled square steel tubular members, Pages 689-694, Dexin Xiong, Xiaoxiong Zha
Spatial stress analysis for large cantilevered steel—Concrete composite bridge decks, Pages 695-700, Yang Zhang, Xudong Shao, Lifeng Li
Using CFRP to strengthen concrete-filled steel tubular columns: Stub column tests, Pages 701-706, Zhong Tao, Lin-Hai Han, Jin-Ping Zhuang
Steel tube confined concrete structure defect analysis and construction control method analysis, Pages 707-712, Muwang Yang, Yongfeng Luo, Guihua Ye
Experimental study on expansive concrete filled steel tube, Pages 713-722, Huo Kaicheng, Shu Xiancheng
Experimental research on shear resistance of Concrete-Filled Steel Tube, Pages 723-728, Chunli Xu, Congzhen Xiao, Shaohuai Cai, Yongfeng Luo
Steel-concrete composite beams prestressed by external cables: Effects at collapse of material and geometric nonlinearities, Pages 729-734, Andrea Dall' Asta, Laura Ragni, Alessandro Zona
A beam finite element for the shear-lag analysis of steel-concrete composite decks, Pages 735-740, L. Dezi, F. Gara, G. Leoni
Dynamic response of composite frames with rubber-based dissipating devices: Experimental tests, Pages 741-746, A. Dall'Asta, L. Dezi, R. Giacchetti, G. Leoni, L. Ragni
A beam element for steel-concrete composite beams with shear lag and area load, Pages 747-752, F.F. Sun
Factors influencing the cyclic rotation capacity of steel momentresisting joints, Pages 755-766, D. Dubina
Numerical implementation and calibration of a hysteretic model with pinching for the cyclic response of steel and composite joints, Pages 767-774, Pedro Nogueiro, Luís Simões da Silva, Rita Bento, Rui Simões
Experiments on new joints of concrete filled steel tube truss, Pages 775-780, Cao Baozhu, Yang Yanmin, Liu Dianzhong
Non-linear finite element analysis on mechanical properties of dog-bone rigid connection joint, Pages 781-786, Huang Jun, Dai Shaobin, Song Minghai, Zhu Jian
Modelling of semi-rigid composite beam-column connections with precast hollowcore slabs, Pages 787-792, D. Lam, F. Fu
Traditional versus innovative composite base column connections, Pages 793-798, Fabbrocino G., M.R. Pecce, L.Di Sarno
Warping and bimoment transmission through diagonally stiffened beam-to-column joints, Pages 799-805, G.S. Tong, X.X. Yan, L. Zhang
Simulation and Computation of Welded Joints, Pages 807-812, Jörg Hildebrand, Frank Werner
Calculation of the bearing capacity of fillet welds depending on the weld metal and the welding parameters, Pages 813-818, Wolfram Hölbling, Helmut Saal
Experimental research on hysteretic behaviour of tubular joints, Pages 819-824, He Yuanbin, Hao Jiping, Zengke
Theoretical analysis and application research of the re-bar beam-column connection, Pages 825-830, Hui Jin, Qinghua Han, Hongtao Wang, Xingye Liu, Yang Xiang
Numerical and experimental research on MRFS connection with opening on web beam, Pages 831-836, Bo Li, Qing-shan Yang
Stress intensity factor (SIF) of tubular K-joints under balanced axial load-part I: Parametric study, Pages 837-842, Y.B. Shao, S.T. Lie
A study on extended endplate bolted connection of composite beam and continuous compound spiral hoop reinforced concrete column, Pages 843-848, Hongwei Ma, Xiaolei Han, Lan Chen, Ying Zhou, Weishan Jiang
A mechanical model of semi-rigid beam-to-column steel joints, Pages 849-854, Raffaele Pucinotti
Experimental research on tightening sequences and strain relaxation of high strength bolts in end-plate connections, Pages 855-860, G. Shi, Y.J. Shi, Y.Q. Wang
Seismic behavior of steel beam-column moment connections with composite effect, Pages 861-866, D. Su, Y.J. Shi, Y.Q. Wang
Experimental research on hysteretic behavior of top-seat angles beam-column connections, Pages 867-873, Wang Xinwu
Analysis on housing system of lightweight steel structures and joint connection behavior, Pages 875-880, Xu Ling, Liu jing
Analysis of structural behavior of beam-to-column composite joints in high-rising steel structure, Pages 881-886, A.H. Xu, H. Chen, Y.J. Shi, Y.Q. Wang
Experimental study on cast steel joint of South Railway Station in Shanghai, Pages 887-892, Zhaobo Wang, Xianzhong Zhao, Yiyi Chen, Z.Y. Shen
Study of cast steel joints in Pudong Cadre Institute, Pages 893-897, Su Ci, Luo Yongfeng, Shen Zuyan, Chen Chunhui
Comparison of Stress Concentration between Dendritic Cast-steel Joint and Simple Joint, Pages 899-903, Wang Yuanli
Seismic behavior of steel beam to steel reinforced concrete (SRC) column connections, Pages 905-910, Frank C.C. Weng, H.S. Wang
Moment connection of steel built-up column using side plates, Pages 911-916, A. Deylami, M.R. Shiravand
Seismic Design of RBS Moment Connections Strengthened With Welded Inclined Plates, Pages 917-922, A. Deylami, H. Ghasemi
Recent improvements on numerical methods in structural fire safety, Pages 925-932, P. Schaumann, S. Hothan, F. Kettner
Investigation of membrane action in model scale slabs subject to high temperatures, Pages 933-940, S.J. Foster, I.W. Burgess, R. Plank
Design charts for concrete insulation of structural steel in fire, Pages 941-948, M.B. Wong
Alternative approach for lateral torsional buckling of unrestrained beams in fire, Pages 949-957, Ronny Budi Dharma, Kang Hai Tan
Feasibility of utilising catenary action to eliminate fire protection to steel beams, Pages 959-964, Y.C. Wang, Y.Z. Yin
Direct analysis of steel and composite structures considering the effects of fire, Pages 965-972, J.Y. Richard Liew, H.X. Yu, Rune Natten Kleiveland
Strength of steel/concrete composite beam in fire, Pages 973-980, M.B. Wong, J.I. Ghojel
A numerical study of rotational capacity of steel beams in fire, Pages 981-989, Ronny Budi Dharma, Kang Hai Tan
Modelling of the collapse of large multi-storey steel frame structures in fire, Pages 991-998, A.S. Usmani, G.R. Flint, Allan Jowsey, Susan Lamont, Barbara Lane, Jose Torero
Equivalence analysis of thermal and mechanical effects on steel members under fire conditions, Pages 999-1004, Chen Changkun, Richard Yuen, Yao Bin, Fan Weicheng
Behavior of steel-composite beams subjected to fire, Pages 1005-1010, Zhou Hong-Yu, Li Guo-Qiang
Experimental behabiour of steel beam to concrete-filled steel tubular (CFST) column connections after exposure to fire, Pages 1011-1016, Lin-Hai Han, Jing-Si Huo, Yong-Chang Wang
Calculations on the fire resistance of steel reinforced concrete (SRC) columns, Pages 1017-1022, Yong-Qian Zheng, Lin-Hai Han
3-D finite element simulation of the response of steel frames subjected to fire, Pages 1023-1028, Z.F. Huang, K.H. Tan
Use of sub-structuring in modelling of composite building response to compartment fires, Pages 1029-1034, Zhaohui Huang, Ian W. Burgess, Roger J. Plank
Finite element analysis on temperature field of long-span steel structure under fire conditions, Pages 1035-1040, Y. Bai, Y.J. Shi, Y.Q. Wang
High-temperature experiments on joint component behaviour, Pages 1041-1046, F.M. Block, I.W. Burgess, J.B. Davison, R.J. Plank
Fire resistance of concrete-filled double skin steel tubular columns, Pages 1047-1052, You-Fu Yang, Lin-Hai Han
Finite element analysis of concrete filled steel columns in fire, Pages 1053-1058, J Ding, Y.C. Wang
The design of fire-resistant protection systems for structural steel members, Pages 1059-1064, Garry E Collins
An experimental study of fire behaviour of a panel made of cold-formed thin-walled perforated steel channels in compression, Pages 1065-1070, B. Salhab, Y.C. Wang
Experimental research on the mechanical properties of steel after high temperature, Pages 1071-1076, Yu Zhiwu, Ding Faxing, Wen Hailin
The effect of connections on fire resistance of axially restrained beams, Pages 1077-1082, Shuying Hao, A.S. Usmani, Xiupin Yang, Jingyu Zhang
Fire analysis accounting for cooling effects, Pages 1083-1088, Chi Kin Iu, Xiao Xiong Zha, Siu Lai Chan
Two studies on the actual behaviour and limit states of steel structures, Pages 1091-1098, M. Skaloud, J. Melcher, M. Zornerova, M. Karmazinova
The ultimate behaviour of cracked square hollow section T-joints, Pages 1099-1106, S.T. Lie, S.P. Chiew, C.K. Lee, Z.M. Yang
Current developments of support structures for wind turbines in offshore environment, Pages 1107-1114, P. Schaumann, F. Wilke
Considerations of NDT quality in fracture-critical inspections for steel bridges, Pages 1115-1120, H.-Y. Chung, L. Manuel, K.H. Frank
Assessment of fatigue reliability of steel crane structures in service based on damage cumulative model, Pages 1121-1126, Liu Hongbin, Xing Kuntao
Stress concentration factor (SCF) test results of large-scale tubular K-joints, Pages 1127-1132, Y.B. Shao, X.G. Zhou, S.T. Lie
Influence of crack tip shape on fracture behavior of components, Pages 1133-1138, Y.Q. Wang, Y.M. Wu, Y.J. Shi, J.J. Jiang
Evaluation of propagation considering elasto-plastic behavior at fatigue crack tip, Pages 1139-1144, Y. Xiong, J. Katsuta, T. Sakiyama, K. Kawano
Numerical study on fatigue repair of structural steel with stop hole related techniques, Pages 1145-1150, Yue Yin, Xiliang Liu
Extended finite element method for numerical simulation of elastoplastic fatigue crack propagation, Pages 1151-1158, A Combescure, T Elguedj, A Gravouil
Numerical modelling of square tubular T-joints with surface crack at corner, Pages 1159-1164, S.P. Chiew, C.K. Lee, S.T. Lie, H.L. Ji
Research on area method of the fatigue strength prediction for welded steel structures, Pages 1165-1170, Guan Deqing, Zhao Xiaohua, Yi Weijian
The fatigue life curve prediction model for welded steel structures based on local method, Pages 1171-1176, Guan Deqing, Zhao Xiaohua
Seismic Performance of Steel Plate Shear Wall Frames, Pages 1179-1186, Keh-Chyuan Tsai, Ying-Cheng Lin
Proposal of improvements for a simplified seismic design of steel moment-resisting frames, Pages 1187-1192, J.M. Aribert, H.T. Vu
Mitigation of soft storey failures of R.C. structures under earthquake by encased steel profiles, Pages 1193-1198, A. Plumier, C. Doneux, L. Stoychev, T. Demarcot
Antiseismic analysis of double-layer grid shell structures, Pages 1199-1204, L.J. Li, Z.H. Xie, Y.C. Guo, F. Liu
Aseismic design of steel frames using hysteretic energy demands, Pages 1205-1210, Kent R. Estes, James C. Anderson
Analysis on the dynamic stability of beam string structures under earthquake action, Pages 1211-1216, Chenyin Ma, Qinghua Han
Effect of geometric non-linearity and displacement control on the overall accuracy of multi-directional pseudo-dynamic test, Pages 1217-1222, M. Obata, Y. Goto
Hysteretic performance of shear panel dampers, Pages 1223-1228, Zhiyi Chen, Hanbin Ge, Tsutomu Usami
Research on seismic response property of cylindrical latticed-intersected-three-dimensional-beam-system reticulated mega-structure with double layer grid sub-structures, Pages 1229-1234, He Yongjun, Zhou Xuhong, Dong Shilin, Li Jia
Numerical comparison and optimization of force and displacement based elements for the analysis of the inelastic cyclic response of steel bracing members, Pages 1235-1240, Antonio Agüero, Carmen Izvernari, Robert Tremblay
Seismic performance upgrading of steel arch bridges using brace dampers against longitudinal directional earthquake motions, Pages 1241-1246, Zhihao Lu, Hanbin Ge, Kenji Hioki, Tsutomu Usami, Tetsuhiko Aoki
Seismic damage reduction of steel moment resisting frames using post-tensioning and friction dampers, Pages 1247-1252, Pedro Rojas, James Ricles, Richard Sause
Seismic response and design of stainless steel frames, Pages 1253-1258, L. Di Sarno, A.S. Elnashai, D.A. Nethercot
Comments on reliability assessment methods and structural design codes in the computer era, Pages 1261-1268, P. Marek, M. Guštar, V. Křivý
Design of steel chimneys, Pages 1269-1276, W. Schneider
Lightweight, transparent & dynamic; Special steel structures in China, Pages 1277-1284, Mark Sarkisian, Neville Mathias, Aaron Mazeika, Eric Long
Features of stability provisions in the CHINESE DESIGN CODE GB50017-2003, Pages 1285-1292, S.F. Chen
Design of large-span portal frame system, Pages 1293-1298, M. Cheng, Y.Q. Wang, Y.J. Shi, Y. Zhang, H. Chen
Design and field test research of large span and heavy load steel-concrete composite open-web floor, Pages 1299-1304, Huang Yong, Du Dejing, Yang Xianghong, Jin Yu
Deliberation on safety concepts applied in design procedures of steel structures, Pages 1305-1310, J. Melcher, Z. Kala
Optimal design of open cross sections of cold-formed thin-walled beams, Pages 1311-1316, K. Magnucki, M. Ostwald
Design of Ma on Shan Indoor Recreation Centre, Pages 1317-1322, M.K. Tong, C.T. Wong, C.C. Choy
Study on application of staggered truss system, Pages 1323-1328, Yue Yin, Fei Huang, Naidong Chu, Xingye Liu
Optimal design and buckling analysis of a long-span steel truss, Pages 1329-1333, Yun Huang, Hong Feng, Yongfeng Luo
The shape optimization design of prestressed cable-truss structure based on evolutionary method of nodes, Pages 1335-1340, Zhang Ailin, Yang Haijun, Zhang Guojun, Zhang Chuancheng
Comparison on structural systems for Shanghai Jasper Tower, Pages 1341-1346, H.C. Jiang, G. Du, Q.Q. Guo
Method for the design of light gauge steel frame/wood panel shear walls, Pages 1347-1352, A.E. Branston, F.A. Boudreault, C.A. Rogers
Static design and cyclic behaviour of end-plate steel and composite joints strengthened by haunches, Pages 1353-1358, A. Lachal, J.M. Aribert, G. Loho
Influence of seismic design requirements and building period on the design of low-rise steel buildings, Pages 1359-1364, R. Tremblay, C.A. Rogers
Discussion on structural scheme selection of super tall building, Pages 1365-1371, Lei Shuzhong, Shen Zuyan
Numerical modelling of tube and fitting access scaffolding systems, Pages 1375-1382, R.G. Beale, M.H.R. Godley
Ultimate strength of tapered steel plate girders under combined shear and bending moment, Pages 1383-1388, E. Mirambell, A.V. Zárate
Study on the regularities of distribution of additional force of jointless rails on bridge, Pages 1389-1394, Gao Liang, Yin Keming, Chen Peng
Column-to-column interaction in buckling of frames, Pages 1395-1401, Gengshu Tong
Shear buckling stress in stainless steel plate girders, Pages 1403-1408, I. Estrada, E. Real, E. Mirambell
Behavior of concrete filled rectangular steel tubes (CFRST) subjected to biaxial eccentric compression after high temperature, Pages 1409-1414, Shao-Fei Jiang, Ming Li, Jun-Feng Zhang
The SIF formulae for some center cracked thin-walled members, Pages 1415-1420, L. Zhou, Y. Huang
The influence of column base connections on the stability of slender multi-bay frame structures, Pages 1421-1426, Lau H.H., Beale R.G., Godley M.H.R.
The effects of surrounding members on post-buckling behaviour of thin steel