CONTENTS
Volume 30, Number 2, 2019
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Behavior of three-tube buckling-restrained brace with circumference pre-stress in core tube
Yang Li, Haiyan Qu, Shaowen Xiao, Peijun Wang, Yang You and Shuqing Hu
pages 81-96.
DOI: 10.12989/scs.2019.30.2.081
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Modeling for the strap combined footings Part I: Optimal dimensioning
Gabriel Aguilera-Mancilla, Arnulfo Luévanos-Rojas, Sandra López-Chavarría and Manuel Medina-Elizondo
pages 97-108.
DOI: 10.12989/scs.2019.30.2.097
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Modeling for the strap combined footings Part II: Mathematical model for design
Juan Antonio Yáñez-Palafox, Arnulfo Luévanos-Rojas, Sandra López-Chavarria and Manuel Medina-Elizondo
pages 109-121.
DOI: 10.12989/scs.2019.30.2.109
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Rotational capacity of H-shaped steel beams under cyclic pure bending
Liang-Jiu Jia, Yafeng Tian, Xianzhong Zhao and Siyuan Tian
pages 123-140.
DOI: 10.12989/scs.2019.30.2.123
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Behavior of steel-concrete composite beam using angle shear connectors at fire condition
Seyed Mehdi Davoodnabi, Seyed Mohammad Mirhosseini and Mahdi Shariati
pages 141-147.
DOI: 10.12989/scs.2019.30.2.141
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Further analysis on the flexural behavior of concrete-filled round-ended steel tubes
Fa-xing Ding, Tao Zhang, Liping Wang and Lei Fu
pages 149-169.
DOI: 10.12989/scs.2019.30.2.149
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Square CFST columns under cyclic load and acid rain attack: Experiments
Fang Yuan, Mengcheng Chen and Hong Huang
pages 171-183.
DOI: 10.12989/scs.2019.30.2.171
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Stability study on tenon-connected SHS and CFST columns in modular construction
Yisu Chen, Chao Hou and Jiahao Peng
pages 185-199.
DOI: 10.12989/scs.2019.30.2.185