Journal of Constructional Steel Research - August 2017

Published:	August 2017

Author(s)	Title	Page(s)
Wang, Kun / Lu, Xiao-Feng / Yuan, Shen-Feng / Cao, Da-fu / Chen, Zai-Xian	Analysis on hysteretic behavior of composite frames with concrete-encased CFST columns	176-186
Du, Wenfeng / Sun, Yun / Yang, Mijia	Bearing capacity of the cast-steel joint with branches under eccentric load	285-291
Hou, Chao / Han, Lin-Hai / Mu, Ting-Min	Behaviour of CFDST chord to CHS brace composite K-joints: Experiments	97-109
Beyer, André / Boissonnade, Nicolas / Khelil, Abdelhouahab / Bureau, Alain	Elastic stability of U-shaped members in bending considering pre-buckling displacements	230-241
Abdel-Kader, Mohamed / Fouda, Ahmed	Equivalent concrete thickness for perforation of mild steel plates	213-229
Gergely Vigh, László / Zsarnóczay, Ádám / Balogh, Tamás	Eurocode conforming design of BRBF – Part I: Proposal for codification	265-276
Zsarnóczay, Ádám / Gergely Vigh, László	Eurocode conforming design of BRBF – Part II: Design procedure evaluation	253-264
Hradil, Petr / Talja, Asko / Kurkela, Juha / Fülöp, Ludovic / Ongelin, Petri	Evaluation of ductility limits for structural steel design	1-10
Araújo, Miguel / Macedo, Luís / Castro, José Miguel	Evaluation of the rotation capacity limits of steel members defined in EC8-3	11-29
Moutaftsis, Dimitrios / Heywood, Martin D. / Ogden, Raymond G.	Exact solutions and experimental research for continuous triple- equal-span fully profiled sandwich panels	187-198
Guo, Hongchao / Li, Yanlong / Liang, Gang / Liu, YunHe	Experimental study of cross stiffened steel plate shear wall with semi-rigid connected frame	69-82
Wu, Bo / Cao, Jia-Li / Kang, Lan	Influence of local corrosion on behavior of steel I-beams subjected to end patch loading: Experiments	150-161
Fu, Qiu Ni / Tan, Kang Hai / Zhou, Xu Hong / Yang, Bo	Numerical simulations on three-dimensional composite structural systems against progressive collapse	125-136
Jin, Sang-Wook / Ohmori, Hiroshi / Lee, Seung-Jae	Optimal design of steel structures considering welding cost and constructability of beam-column connections	292-301
Boissonnade, Nicolas / Hayeck, Marielle / Saloumi, Elsy / Nseir, Joanna	An Overall Interaction Concept for an alternative approach to steel members design	199-212
Zhong, Weihui / Meng, Bao / Hao, Jiping	Performance of different stiffness connections against progressive collapse	162-175
Costanzo, Silvia / D'Aniello, Mario / Landolfo, Raffaele	Seismic design criteria for Chevron CBFs: European vs North American codes (Part-1)	83-96
Balazadeh-Minouei, Yasaman / Koboevic, Sanda / Tremblay, Robert	Seismic evaluation of a steel braced frame using NBCC and ASCE 41	110-124
Pourabdollah, Omid / Farahbod, Farhang / Rofooei, Fayaz R.	The seismic performance of K-braced cold-formed steel shear panels with improved connections	56-68
Chen, X. / Takeuchi, T. / Matsui, R.	Simplified design procedure for controlled spine frames with energy-dissipating members	242-252
Farmani, Mohammad Amin / Ghassemieh, Mehdi	Steel beam-to-column connections equipped with SMA tendons and energy dissipating devices including shear tabs or web hourglass pins	30-48
Guo, Yan-Lin / Tong, Jing-Zhong / Zhang, Bo-hao / Zhu, Bo-Li / Pi, Yong-Lin	Theoretical and experimental investigation of core-separated buckling-restrained braces	137-149
Al-Shaikhli, Marwan Samir / Badaruzzaman, Wan Hamidon Wan / Baharom, Shahrizan / Hilo, Salam Jasim	Theoretical and finite element analysis of the two-way PSSDB floor system	49-55
Zhang, Chaofeng / Zhu, Tongbo / Wang, Longfei / Wu, Meiping	Ultra-low cycle fatigue performance evaluation of the miniaturized low yield strength steel shear panel damper	277-284

Author(s)

Title

Page(s)

Wang, Kun / Lu, Xiao-Feng / Yuan, Shen-Feng / Cao, Da-fu / Chen, Zai-Xian

Analysis on hysteretic behavior of composite frames with concrete-encased CFST columns

176-186

Du, Wenfeng / Sun, Yun / Yang, Mijia

Bearing capacity of the cast-steel joint with branches under eccentric load

285-291

Hou, Chao / Han, Lin-Hai / Mu, Ting-Min

Behaviour of CFDST chord to CHS brace composite K-joints: Experiments

97-109