Journal of Constructional Steel Research - v. 65, n. 4 (April 2009)

Published:	April 2009

Author(s)	Title	Page(s)
Thayalan, P. / Aly, T. / Patnaikuni, I.	Behaviour of concrete-filled steel tubes under static and variable repeated loading	900-908
Wang, Jing-Feng / Han, Lin-Hai / Uy, Brian	Behaviour of flush end plate joints to concrete-filled steel tubular columns	925-939
Qian, Zhen-Hai / Tan, Kang-Hai	Deflection behaviour of plate girders loaded in shear at elevated temperatures	991-1000
Davaran, Ali / Hoveidae, Nader	Effect of mid-connection detail on the behavior of x-bracing systems	985-990
Xu, Chang / Haixiao, Lin / Chengkui, Huang	Experimental study on shear resistance of self-stressing concrete filled circular steel tubes	801-807
Tan, E. L. / Uy, B.	Experimental study on straight composite beams subjected to combined flexure and torsion	784-793
Abdella, K.	Explicit full-range stress–strain relations for stainless steel at high temperatures	794-800
Castiglioni, Carlo A. / Pucinotti, Raffaele	Failure criteria and cumulative damage models for steel components under cyclic loading	751-765
Vrcelj, Zora / Bradford, Mark A.	Inelastic restrained distortional buckling of continuous composite T-beams	850-859
Gao, Lei / Sun, Hongcai / Jin, Fengnian / Fan, Hualin	Load-carrying capacity of high-strength steel box-sections I: Stub columns	918-924
Cai, Jian / Long, Yue-Ling	Local buckling of steel plates in rectangular CFT columns with binding bars	965-972
Lemonis, Minas E. / Gantes, Charis J.	Mechanical modeling of the nonlinear response of beam-to-column joints	879-890
Maximov, Jordan T. / Duncheva, Galya V. / Mitev, Ivan N.	Modelling of residual stress relaxation around cold expanded holes in carbon steel	909-917
Pirmoz, Akbar / Khoei, Amir Seyed / Mohammadrezapour, Ebrahim / Daryan, Amir Saedi	Moment–rotation behavior of bolted top–seat angle connections	973-984
Abdullah, Redzuan / Easterling, W. Samuel	New evaluation and modeling procedure for horizontal shear bond in composite slabs	891-899
Maiorana, Emanuele / Pellegrino, Carlo / Modena, Claudio	Non-linear analysis of perforated steel plates subjected to localised symmetrical load	959-964
Hsu, H.-L. / Jan, F.-J. / Juang, J.-L.	Performance of composite members subjected to axial load and bi-axial bending	869-878
Xiao, Y. / Li, H. / Zhou, T.	Seismic behavior of wide-flange steel column with confined potential plastic hinge	808-817
Sato, Atsushi / Uang, Chia-Ming	Seismic design procedure development for cold-formed steel–special bolted moment frames	860-868
Ghobadi, M. S. / Ghassemieh, M. / Mazroi, A. / Abolmaali, A.	Seismic performance of ductile welded connections using T-stiffener	766-775
Nakamura, Shun-Ichi / Tanaka, Hiroyasu / Kato, Kazutoshi	Static analysis of cable-stayed bridge with CFT arch ribs	776-783
Rebelo, C. / Lopes, N. / Simões da Silva, L. / Nethercot, D. / Vila Real, P. M. M.	Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 1: Variability of the Eurocode 3 resistance model	818-831
Simões da Silva, L. / Rebelo, C. / Nethercot, D. / Marques, L. / Simões, R. / Vila Real, P. M. M.	Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties	832-849
Kanvinde, A. M. / Gomez, I. R. / Roberts, M. / Fell, B. V. / Grondin, G. Y.	Strength and ductility of fillet welds with transverse root notch	948-958
Bae, Kyu-Woong / Park, Keum-Sung / Choi, Young-Hwan / Lee, Sang-Sup / Stiemer, Siegfried	Structural resistance of longitudinal double plates-to-RHS connections	940-947
Zhu, Ai-Zhu / Zhu, Hong-Ping / Guo, Yao-Jie	Study on the bolting top-joint of substation truss–column	1001-1006

Author(s)

Title

Page(s)

Thayalan, P. / Aly, T. / Patnaikuni, I.

Behaviour of concrete-filled steel tubes under static and variable repeated loading

900-908

Wang, Jing-Feng / Han, Lin-Hai / Uy, Brian

Behaviour of flush end plate joints to concrete-filled steel tubular columns

925-939

Qian, Zhen-Hai / Tan, Kang-Hai

Deflection behaviour of plate girders loaded in shear at elevated temperatures

991-1000