Journal of Constructional Steel Research - April 2016

Published:	April 2016

Author(s)	Title	Page(s)
Qian, Wei-Wu / Li, Wei / Han, Lin-Hai / Zhao, Xiao-Ling	Analytical behavior of concrete-encased CFST columns under cyclic lateral loading	206-220
Tao, Zhong / Song, Tian-Yi / Uy, Brian / Han, Lin-Hai	Bond behavior in concrete-filled steel tubes	81-93
Uenaka, Kojiro	CFDST stub columns having outer circular and inner square sections under compression	1-7
Wang, Feng / Su, Mingzhou / Hong, Min / Guo, Yirong / Li, Shaohua	Cyclic behaviour of Y-shaped eccentrically braced frames fabricated with high-strength steel composite	176-187
Cicero, S. / Garcia, T. / Alvarez, J. A. / Martín-Meizoso, A. / Bannister, A. / Klimpel, A.	Definition of BS7608 fatigue classes for structural steels with thermally cut edges	221-231
Yu, Haifeng / Guo, Yaran / Zhang, Yan / Wang, Xin	Design and seismic response of modified suspended zipper braced frames	8-24
Asgarian, Behrouz / Ordoubadi, Behnam	Effects of structural uncertainties on seismic performance of steel moment resisting frames	132-142
Afefy, Hamdy M. / Sennah, Khaled / Akhlagh-Nejat, Hamid	Experimental and analytical investigations on the flexural behavior of CFRP-strengthened composite girders	94-105
Zhang, Xiaomeng / Qin, Ying / Chen, Zhihua / Jie, Li	Experimental behavior of innovative T-shaped composite shear walls under in-plane cyclic loading	143-159
Leng, Yu-Bing / Song, Xiao-Bing	Experimental study on shear performance of steel–concrete–steel sandwich beams	52-61
Ramadan, Hazem M. / Hassan, Maha M. / Mooty, Mohamed A. / Mourad, Sherif A.	Finite element analysis of circular concrete filled tube connections	33-44
Issa-El-Khoury, Gaby / Linzell, Daniel G. / Geschwindner, Louis F.	Flexure–shear interaction influence on curved, plate girder web longitudinal stiffener placement	25-32
Szafran, Jacek / Rykaluk, Kazimierz	A full-scale experiment of a lattice telecommunication tower under breaking load	160-175
Young, Kelly / Adeli, Hojjat	Fundamental period of irregular eccentrically braced tall steel frame structures	199-205
Yuanzhou, Zhiyuan / Ji, Bohai / Fu, Zhongqiu / Ge, Hanbin	Local stress variation in welded joints by ICR treatment	45-51
Chen, Yu / Yang, Jian / Hu, Kang	Parametric study and formulae of SCFs for positive large eccentricity CHS N-joints	117-131
Oszvald, Katalin / Tomka, Pál / Dunai, László	The remaining load-bearing capacity of corroded steel angle compression members	188-198
Tran, Anh Tuan / Veljković, Milan / Rebelo, Carlos / da Silva, Luís Simões	Resistance of cold-formed high strength steel circular and polygonal sections — Part 1: Experimental investigations	245-257
Kim, Jinkoo / Jeong, Jaeyoung	Seismic retrofit of asymmetric structures using steel plate slit dampers	232-244
Zhang, Chao / Zhang, Zhe / Li, Guo-Qiang	Simple vs. sophisticated fire models to predict performance of SHS column in localized fire	62-69
Andrade, Joana B. / Bragança, Luís / Camões, Aires	Steel sustainability assessment — Do BSA tools really assess steel properties?	106-116
Long, Yue-Ling / Wan, Jun / Cai, Jian	Theoretical study on local buckling of rectangular CFT columns under eccentric compression	70-80

Author(s)

Title

Page(s)

Qian, Wei-Wu / Li, Wei / Han, Lin-Hai / Zhao, Xiao-Ling

Analytical behavior of concrete-encased CFST columns under cyclic lateral loading

206-220

Tao, Zhong / Song, Tian-Yi / Uy, Brian / Han, Lin-Hai

Bond behavior in concrete-filled steel tubes

81-93

Uenaka, Kojiro

CFDST stub columns having outer circular and inner square sections under compression

1-7