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1 Memarzadeh, P., Azhari M. and Saadatpour, M.M. (2010), "A parametric study on buckling loads and tension field stress patterns of steel plate shear walls concerning buckling modes", Steel. Comp. Struct., 10(1), 87-108./   DOI View Article
2 Choi, S.M., Lee, S.H. et al. (2010). "Structural characteristics of welded built-up square CFT column-to-beam connections with external diaphragms." Steel. Comp. Struct., 10(3), 261-279./   DOI View Article
3 Hadianfard, M.A. and Rahnema H. (2010). "Effects of RHS face deformation on the rigidity of beam-column connection." Steel. Comp. Struct., 10(6), 489-500./   DOI View Article
4 Wu, Han-liang, and Wang, Yuan-feng. (2010). "Experimental study on reinforce high-strength concrete short columns confined with AFRP sheets." Steel Compos. Struct., 10(6), 501-516./   DOI View Article
5 Wu H. L. and Wang Y. F. (2010), "Experimental study on reinforced high-strength concrete short columns confinedwith AFRP sheets", Steel Compos Struct, 10(6)./ View Article
6 Wu, H. L. and Wang, Y. F.,(2010). "Experimental study on reinforced high-strength concrete short columns confined with AFRP sheets." Steel. Compos. Struct., 10(6), 501-516./   DOI View Article
7 Cavdar, O., Bayraktar, A., Cavdar, A. and Kartal, M. E. (2009), "Stochastic finite element analysis of structural systems with partially restrained connections subjected to seismic loads", Steel. Compos. Struct., 9(6), 499-518./   DOI View Article
8 Saravanan, M., Arul Jayachandran, S., Marimuthu, V. and Prabha, P. (2009), "Advanced analysis of cyclic behaviour of plane steel frames with semi-rigid connections", Steel. Compos. Struct., 9(4), 381-395./   DOI View Article
9 Choi, Byong Jeong. et al (2009), "An experiment on compressive profile of the unstiffened steel plate concrete structures under compression loading," Steel. Comp. Struct., December 1. 9(9), 519-534./   DOI View Article
10 Chen, M. and Das, S. (2009), "Experimental study on repair of corroded steel beam using CFRP," Steel and Composite Structures, TECHNO PRESS, 9(2), 103-118./   DOI View Article
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