Journal of Constructional Steel Research - v. 67, n. 3 (mars 2011)

Publié:	mars 2011

Auteur(s)	Titre	Page(s)
Uy, Brian / Tao, Zhong / Han, Lin-Hai	Behaviour of short and slender concrete-filled stainless steel tubular columns	360-378
Borello, Daniel J. / Denavit, Mark D. / Hajjar, Jerome F.	Bolted steel slip-critical connections with fillers: I. Performance	379-388
Denavit, Mark D. / Borello, Daniel J. / Hajjar, Jerome F.	Bolted steel slip-critical connections with fillers: II. Behavior	398-406
Zhang, Wenyuan / Huang, Mingchao / Zhang, Yaochun / Sun, Yusong	Cyclic behavior studies on I-section inverted V-braces and their gusset plate connections	407-420
Feng, Ran / Young, Ben	Design of cold-formed stainless steel tubular T- and X-joints	421-436
Haedir, Jimmy / Zhao, Xiao-Ling	Design of short CFRP-reinforced steel tubular columns	497-509
Oosterhof, Steven A. / Driver, Robert G.	Effects of connection geometry on block shear failure of welded lap plate connections	525-532
Silvestre, N. / Gardner, L.	Elastic local post-buckling of elliptical tubes	281-292
Xu, Guoqing / Ellingwood, Bruce R.	An energy-based partial pushdown analysis procedure for assessment of disproportionate collapse potential	547-555
El Hassouni, A. / Plumier, A. / Cherrabi, A.	Experimental and numerical analysis of the strain-rate effect on fully welded connections	533-546
Mao, Xiaoyong / Kodur, V. K. R.	Fire resistance of concrete encased steel columns under 3- and 4-side standard heating	270-280
Al-deen, Safat / Ranzi, Gianluca / Vrcelj, Zora	Full-scale long-term experiments of simply supported composite beams with solid slabs	308-321
Može, Primož / Beg, Darko	Investigation of high strength steel connections with several bolts in double shear	333-347
Rodgers, Janise E. / Çelebi, Mehmet	Method for detecting moment connection fracture using high-frequency transients in recorded accelerations	293-307
Adamakos, Theodoros / Vayas, Ioannis / Petridis, Stelios / Iliopoulos, Aristidis	Modeling of curved composite I-girder bridges using spatial systems of beam elements	462-470
Jurkiewiez, B. / Meaud, C. / Michel, L.	Non linear behaviour of steel–concrete epoxy bonded composite beams	389-397
Dwaikat, M. M. S. / Kodur, V. K. R.	A performance based methodology for fire design of restrained steel beams	510-524
Tao, Zhong / Han, Lin-Hai / Uy, Brian / Chen, Xian	Post-fire bond between the steel tube and concrete in concrete-filled steel tubular columns	484-496
Thai, Huu-Tai / Kim, Seung-Eock	Practical advanced analysis software for nonlinear inelastic dynamic analysis of steel structures	453-461
Liu, Min	Progressive collapse design of seismic steel frames using structural optimization	322-332
El-Tawil, Sherif / Ekiz, Ekin / Goel, Subhash / Chao, Shih-Ho	Retraining local and global buckling behavior of steel plastic hinges using CFRP	261-269
Jones, M. H. / Wang, Y. C.	Shear and bending behaviour of fin plate connection to concrete filled rectangular steel tubular column — Development of a simplified calculation method	348-359
Han, Lin-Hai / Ren, Qing-Xin / Li, Wei	Tests on stub stainless steel–concrete–carbon steel double-skin tubular (DST) columns	437-452
Wang, Yuyin / Geng, Yue / Ranzi, Gianluca / Zhang, Sumei	Time-dependent behaviour of expansive concrete-filled steel tubular columns	471-483

Auteur(s)

Titre

Page(s)

Uy, Brian / Tao, Zhong / Han, Lin-Hai

Behaviour of short and slender concrete-filled stainless steel tubular columns

360-378

Borello, Daniel J. / Denavit, Mark D. / Hajjar, Jerome F.

Bolted steel slip-critical connections with fillers: I. Performance

379-388

Denavit, Mark D. / Borello, Daniel J. / Hajjar, Jerome F.

Bolted steel slip-critical connections with fillers: II. Behavior

398-406