Journal of Constructional Steel Research - April 2014

Published:	April 2014

Author(s)	Title	Page(s)
Vega, Guillermo / Xiao, Robert	Advanced study of non-linear semi-continuous beam–column endplate connection and metal-decking floor modelling	191-197
Gerasimidis, S.	Analytical assessment of steel frames progressive collapse vulnerability to corner column loss	1-9
Kainuma, Shigenobu / Ahn, Jin-Hee / Jeong, Young-Soo / Imamura, Takehiro / Matsuda, Tetsuo	Applicability and structural response for bearing system replacement in suspension bridge rehabilitation	172-190
Heidarpour, Amin / Cevro, Sanel / Song, Qian-Yi / Zhao, Xiao-Ling	Behaviour of stub columns utilising mild-steel plates and VHS tubes under fire	220-229
Shokouhian, Mehdi / Shi, Yongjiu	Classification of I-section flexural members based on member ductility	198-210
Brnić, Josip / Turkalj, Goran / Lanc, Domagoj / Canadija, Marko / Brčić, Marino / Vukelic, Goran	Comparison of material properties: Steel 20MnCr5 and similar steels	81-89
Može, Primož / Beg, Darko	A complete study of bearing stress in single bolt connections	126-140
Shin, Dong Ku / Van Dat, Bui / Kim, Kyungsik	Compressive strength of HPS box girder flanges stiffened with open ribs	230-241
Mashiri, Fidelis R. / Uy, Brian / Tao, Zhong / Wang, Zhi-Bin	Concrete-filled VHS-to-steel fabricated section stub columns subjected to axial compression	141-161
King, C. M. / Davison, J. B.	Cross-section slenderness limits for columns with plastic rotations	162-171
Jia, Mingming / Lu, Dagang / Guo, Lanhui / Sun, Lin	Experimental research and cyclic behavior of buckling-restrained braced composite frame	90-105
Su, Qing-Tian / Wang, Wei / Luan, Hai-Wen / Yang, Guo-Tao	Experimental research on bearing mechanism of perfobond rib shear connectors	22-31
Wang, Yu-Hang / Nie, Jian-Guo / Fan, Jian-Sheng	Fiber beam-column element for circular concrete filled steel tube under axial–flexure–torsion combined load	10-21
Légeron, Frédéric / Desjardins, Etienne / Ahmed, Ehsan	Fuse performance on bracing of concentrically steel braced frames under cyclic loading	242-255
Pham, Cao Hung / Davis, Annabel F. / Emmett, Bonney R.	Numerical investigation of cold-formed lapped Z purlins under combined bending and shear	116-125
Guo, Yan-Lin / Zhao, Si-Yuan / Dou, Chao	Out-of-plane elastic buckling behavior of hinged planar truss arch with lateral bracings	290-299
Zhao, Junxian / Wu, Bin / Ou, Jinping	A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections	106-115
Raoof, Mohammed / Davies, Timothy J.	The riddle of free-bending fatigue at end terminations to spiral strands	256-262
Montuori, Rosario / Nastri, Elide / Piluso, Vincenzo	Rigid-plastic analysis and moment–shear interaction for hierarchy criteria of inverted Y EB-Frames	71-80
Torabian, Shahabeddin / Schafer, Benjamin W.	Role of local slenderness in the rotation capacity of structural steel members	32-43
Annan, Charles-Darwin / Chiza, Albert	Slip resistance of metalized–galvanized faying surfaces in steel bridge construction	211-219
Hantouche, Elie G. / Abboud, Nabil H.	Stiffness modeling of bolted thick built-up T-stub connections including secondary prying effect	279-289
Colajanni, Piero / La Mendola, Lidia / Monaco, Alessia	Stress transfer mechanism investigation in hybrid steel trussed–concrete beams by push-out tests	56-70
Lu, Chenghao / Ma, Xing / Mills, Julie E.	The structural effect of bolted splices on retrofitted transmission tower angle members	263-278
Guo, Lanhui / Gao, Shan / Wang, Yuyin / Zhang, Sumei	Tests of rigid composite joints subjected to bending moment combined with tension	44-55

Author(s)

Title

Page(s)

Vega, Guillermo / Xiao, Robert

Advanced study of non-linear semi-continuous beam–column endplate connection and metal-decking floor modelling

191-197

Gerasimidis, S.

Analytical assessment of steel frames progressive collapse vulnerability to corner column loss

1-9

Kainuma, Shigenobu / Ahn, Jin-Hee / Jeong, Young-Soo / Imamura, Takehiro / Matsuda, Tetsuo

Applicability and structural response for bearing system replacement in suspension bridge rehabilitation

172-190