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Journal of Constructional Steel Research - décembre 2016

Publié:	décembre 2016

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Słowiński, K. / Wuwer, W.	Blind-bolted shear connections for axially compressed RHS columns strengthened with open sections	15-27
Shi, Gang / Hu, Fangxin / Shi, Yongjiu	Comparison of seismic design for steel moment frames in Europe, the United States, Japan and China	41-53
Erfani, Saeed / Asnafi, Ahmad Ali / Goudarzi, Alireza	Connection of I-beam to box-column by a short stub beam	136-150
Bozkurt, Mehmet Bakır / Topkaya, Cem	Development of welded overlap core steel encased buckling-restrained braces	151-164
Martins, J. P. / Simões da Silva, L. / Silvestre, N.	Energy-based analytical model to predict the elastic critical behaviour of curved panels	165-175
Xu, Yinglu / Zheng, Hong / Ma, Jiangping	Experimental and analytical research on the hysteretic behavior of steel plate deep beams infill steel frame	66-76
Maurya, Abhilasha / Eatherton, Matthew R. / Matsui, Ryota / Florig, Steven H.	Experimental investigation of miniature buckling restrained braces for use as structural fuses	54-65
Fiorino, Luigi / Terracciano, Maria Teresa / Landolfo, Raffaele	Experimental investigation of seismic behaviour of low dissipative CFS strap-braced stud walls	92-107
Zeynalian, Mehran / Shelley, Adele / Ronagh, H. R.	An experimental study into the capacity of cold-formed steel truss connections	176-186
Xu, Minyang / Zhou, Ting / Chen, Zhihua / Li, Yanbo / Bisby, Luke	Experimental study of slender LCFST columns connected by steel linking plates	231-241
Gerbo, E. J. / Thrall, A. P. / Smith, B. J. / Zoli, T. P.	Full-field measurement of residual strains in cold bent steel plates	187-203
Cheraghi, Abdullah / Zahrai, Seyed Mehdi	Innovative multi-level control with concentric pipes along brace to reduce seismic response of steel frames	120-135
Guo, Xiaonong / Zhang, Yan / Xiong, Zhe / Xiang, Yang	Load-bearing capacity of occlusive high-strength bolt connections	1-14
Kervalishvili, Andrei / Talvik, Ivar	Modified procedure for buckling of steel columns at elevated temperatures	108-119
Haji Rajabi, Mohammad Javad / Karimi, Mohammad Saeed / Kafi, Mohammad Ali	A new model for beam rigid connection to double I-shaped column's web	204-220
Morrison, Machel L. / Hassan, Tasnim	Resilient welded steel moment connections by enhanced beam buckling resistance	77-91
Rombouts, I. M. J. / Snijder, H. H. / Dekker, R. W. A. / Teeuwen, P. A.	Resistance to moment-normal force interaction of I-shaped steel sections	28-40
Torić, Neno / Burgess, Ian W.	A unified rheological model for modelling steel behaviour in fire conditions	221-230

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sur cette fiche
IssueID
28238
Publié(e) le:
01.03.2019
Modifié(e) le:
03.08.2019

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