Journal of Constructional Steel Research - janvier 2015

Publié:	janvier 2015

Auteur(s)	Titre	Page(s)
Yang, Bo / Tan, Kang Hai / Xiong, Gang	Behaviour of composite beam–column joints under a middle-column-removal scenario: Component-based modelling	137-154
Cheng, Shanshan / Li, Long-yuan / Kim, Boksun	Buckling analysis of cold-formed steel channel-section beams at elevated temperatures	74-80
Haddad, Madhar	Concentric tubular steel braces subjected to seismic loading: Finite element modeling	155-166
Zhou, Feng / Chen, Yiyi / Wu, Qi	Dependence of the cyclic response of structural steel on loading history under large inelastic strains	64-73
Latour, M. / Rizzano, G.	Design of X-shaped double split tee joints accounting for moment–shear interaction	115-126
Li, Ling / Wang, Wei / Chen, Yiyi / Lu, Yong	Effect of beam web bolt arrangement on catenary behaviour of moment connections	22-36
Lai, M. H. / Ho, J. C. M.	Effect of continuous spirals on uni-axial strength and ductility of CFST columns	235-249
Wang, Yan-Bo / Li, Guo-Qiang / Cui, Wei / Chen, Su-Wen / Sun, Fei-Fei	Experimental investigation and modeling of cyclic behavior of high strength steel	37-48
Lou, Guo-biao / Zhu, Mei-Chun / Li, Ming / Zhang, Chao / Li, Guo-Qiang	Experimental research on slip-resistant bolted connections after fire	1-8
de Jesus, Abilio M. P. / da Silva, António L. L. / Correia, José A. F. O.	Fatigue of riveted and bolted joints made of puddle iron—An experimental approach	81-90
Jafarian, M. / Wang, Y. C.	Force–deflection relationship of reverse channel connection web component subjected to transverse load	206-226
Cai, Yancheng / Young, Ben	High temperature tests of cold-formed stainless steel double shear bolted connections	49-63
Luo, Kai / Pi, Yong-Lin / Gao, Wei / Bradford, Mark Andrew / Hui, David	Investigation into long-term behaviour and stability of concrete-filled steel tubular arches	127-136
Yam, Michael C. H. / Fang, Cheng / Lam, Angus C. C. / Zhang, Yanyang	Numerical study and practical design of beam-to-column connections with shape memory alloys	177-192
McKinstray, Ross / Lim, James B. P. / Tanyimboh, Tiku T. / Phan, Duoc T. / Sha, Wei	Optimal design of long-span steel portal frames using fabricated beams	104-114
AlHendi, H. / Celikag, M.	Parametric study on moment–rotation characteristics of reverse channel connections to tubular columns	261-273
Kolšek, J. / Češarek, P.	Performance-based fire modelling of intumescent painted steel structures and comparison to EC3	91-103
Shin, Jiuk / Lee, Kihak / Jeong, Seong-Hoon / Lee, Jaehong	Probabilistic performance assessment of gravity-designed steel frame buildings using buckling-restrained knee braces	250-260
Pirmoz, Akbar / Marefat, Mohammad S.	Reliability assessment of compression columns in seismic EBFs	274-281
Li, Xian / Lv, Heng-Lin / Zhang, Guang-Chang / Ding, Bei-Dou	Seismic behavior of replaceable steel truss coupling beams with buckling restrained webs	167-176
Studziński, Robert / Pozorski, Zbigniew / Garstecki, Andrzej	Structural behavior of sandwich panels with asymmetrical boundary conditions	227-234
Lee, Deuck Hang / Oh, Jae Yuel / Kang, Hyun / Kim, Kang Su / Kim, Hyung Jun / Kim, Heung Youl	Structural performance of prestressed composite girders with corrugated steel plate webs	9-21
Bandehzadeh, Mostafa / Ashtari, Payam	T-Resisting Frame concept: Headway towards seismic performance improvement of steel frames	193-205

Auteur(s)

Titre

Page(s)

Yang, Bo / Tan, Kang Hai / Xiong, Gang

Behaviour of composite beam–column joints under a middle-column-removal scenario: Component-based modelling

137-154

Cheng, Shanshan / Li, Long-yuan / Kim, Boksun

Buckling analysis of cold-formed steel channel-section beams at elevated temperatures

74-80

Haddad, Madhar

Concentric tubular steel braces subjected to seismic loading: Finite element modeling

155-166