CONTENTS
Volume 30, Number 4, 2019
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Buckling behavior of composite cylindrical shells with cutout considering geometric imperfection
M. Heidari-Rarani and M. Kharratzadeh
Abstract | Full Text (1.51 MB)
pages 305-313.
DOI: 10.12989/scs.2019.30.4.305
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Height-thickness ratio on axial behavior of composite wall with truss connector
Ying Qin, Gan-Ping Shu, Xiong-Liang Zhou, Jian-Hong Han and Yun-Fei He
Abstract | Full Text (1.79 MB)
pages 315-325.
DOI: 10.12989/scs.2019.30.4.315
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Nonlinear behavior of fiber reinforced cracked composite beams
Şeref D. Akbaş
Abstract | Full Text (1.63 MB)
pages 327-326.
DOI: 10.12989/scs.2019.30.4.327
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Confinement coefficient of concrete-filled square stainless steel tubular stub columns
Fa-xing Ding, Yi-xiang Yin, Liping Wang, Yujie Yu, Liang Luo and Zhi-wu Yu
Abstract | Full Text (1.02 MB)
pages 337-350.
DOI: 10.12989/scs.2019.30.4.337
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Experimental study on cyclically-damaged steel-concrete composite joints subjected to fire
Zhongnan Ye, Shouchao Jiang, Amin Heidarpour, Yingchao Li and Guoqiang Li
Abstract | Full Text (3.34 MB)
pages 351-364.
DOI: 10.12989/scs.2019.30.4.351
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Finite element analysis for the seismic performance of steel frame-tube structures with replaceable shear links
Ming Lian, Hao Zhang, Qianqian Cheng and Mingzhou Su
Abstract | Full Text (2.34 MB)
pages 365-382.
DOI: 10.12989/scs.2019.30.4.365
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Improving the hysteretic behavior of Concentrically Braced Frame (CBF) by a proposed shear damper
Ali Ghamari, Hadi Haeri, Alireza Khaloo and Zheming Zhu
Abstract | Full Text (1.69 MB)
pages 383-392.
DOI: 10.12989/scs.2019.30.4.383
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Structural efficiency of various strengthening schemes for cold-formed steel beams: Effect of global imperfections
M. Adil Dar, N. Subramanian, A.R. Dar, Muheeb Majid, Mohd Haseeb and Mugees Tahoor
Abstract | Full Text (1.80 MB)
pages 393-403.
DOI: 10.12989/scs.2019.30.4.393