Investigation on the inelastic behavior of full-scale heavy clip-angle connections Jong-Wan HuRoberto T. LeonEunsoo Choi OriginalPaper 13 May 2011 Pages: 1 - 11
A comparative study of AISC-360 and EC3 strength limit states Cem TopkayaSerkan Şahin OriginalPaper 13 May 2011 Pages: 13 - 27
Effects of connection deformation softening on behavior of steel moment frames subjected to earthquakes Janise E. RodgersStephen A. Mahin OriginalPaper 13 May 2011 Pages: 29 - 37
Behavior of steel-concrete composite cantilever beams with web openings under negative moment Tao ChenXianglin GuHua Li OriginalPaper 13 May 2011 Pages: 39 - 49
Modeling of inelastic mixed hinge and its application in analysis of the frames with reduced beam section Mohammad Taghi KazemiMasoud Hoseinzadeh Asl OriginalPaper 13 May 2011 Pages: 51 - 63
Prediction of residual strength of corroded tensile steel plates J. M. R. S. AppuhamyT. KaitaK. Fujii OriginalPaper 13 May 2011 Pages: 65 - 79
Ultimate strength and ductility of stiffened steel tubular bridge piers Zhanfei WangYamao Toshitaka OriginalPaper 13 May 2011 Pages: 81 - 90
Disproportionate collapse analysis of cable-stayed steel roofs for cable loss S. GerasimidisC. C. Baniotopoulos OriginalPaper 13 May 2011 Pages: 91 - 98
Experimental and analytical investigations on the hat shaped shear connector in the steel-concrete composite flexural member Young-Ho KimHoon ChoiSoon-Jong Yoon OriginalPaper 13 May 2011 Pages: 99 - 107