CONTENTS
Volume 23, Number 4, 2017
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Numerical study on the rotation capacity of CFRP strengthened cold formed steel beams
Mohammed H. Serror, Essam G. Soliman and Ahmed F. Hassan
pages 387-397.
DOI: 10.12989/scs.2017.23.4.387
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Cyclic behavior of steel beam-concrete wall connections with embedded steel columns (I): Experimental study
Guo-Qiang Li, Fulin Gu, Jian Jiang and Feifei Sun
pages 399-408.
DOI: 10.12989/scs.2017.23.4.399
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Cyclic behavior of steel beam-concrete wall connections with embedded steel columns (II): Theoretical study
Guo-Qiang Li, Fulin Gu, Jian Jiang and Feifei Sun
pages 409-420.
DOI: 10.12989/scs.2017.23.4.409
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Increasing plastic hinge length using two pipes in a proposed web reduced beam section, an experimental and numerical study
Seyed M. Zahrai, Seyed R. Mirghaderi and Aboozar Saleh
pages 421-433.
DOI: 10.12989/scs.2017.23.4.421
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Dynamic analysis method for the progressive collapse of long-span spatial grid structures
Li-min Tian, Jian-peng Wei, Ji-ping Hao and Xian-tie Wang
pages 435-444.
DOI: 10.12989/scs.2017.23.4.435
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Numerical study of internally reinforced circular CFT column-to-foundation connection according to design variables
Hee-Ju Kim, Junsu Ham, Ki-Tae Park and Won-Sup Hwang
pages 445-452.
DOI: 10.12989/scs.2017.23.4.445
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Connections between RC beam and square tubed-RC column under axial compression: Experiments
Xu-Hong Zhou, Bin-Yang Li, Dan Gan, Jie-Peng Liu and Y. Frank Chen
pages 453-464.
DOI: 10.12989/scs.2017.23.4.453
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Behavior of fibre reinforced cementitious material-filled steel tubular columns
O.F. Kharoob and M.H. Taman
pages 465-472.
DOI: 10.12989/scs.2017.23.4.465
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Flexural behavior of beams in steel plate shear walls
Ying Qin, Jin-Yu Lu, Li-Cheng-Xi Huang and Shi Cao
pages 473-481.
DOI: 10.12989/scs.2017.23.4.473
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Experimental study on concrete-encased composite columns with separate steel sections
Congzhen Xiao, Fei Deng, Tao Chen and Zuozhou Zhao
pages 483-491.
DOI: 10.12989/scs.2017.23.4.483