Seismic performance of recycled concrete-filled square steel tube columns

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• 作者：Zongping Chen ; Chenggui Jing ; Jinjun Xu…
• 关键词：recycled concrete ; filled square steel tube (RCFST) ; column ; replacement percentage ; cyclic loading ; seismic performance
• 刊名：Earthquake Engineering and Engineering Vibration
• 出版年：2017
• 出版时间：January 2017
• 年：2017
• 卷：16
• 期：1
• 页码：119-130
• 全文大小：
• 刊物类别：Engineering
• 刊物主题：Geotechnical Engineering & Applied Earth Sciences; Civil Engineering; Vibration, Dynamical Systems, Control;
• 出版者：Institute of Engineering Mechanics, China Earthquake Administration
• ISSN：1993-503X
• 卷排序：16

文摘

An experimental study on the seismic performance of recycled concrete-filled square steel tube (RCFST) columns is carried out. Six specimens were designed and tested under constant axial compression and cyclic lateral loading. Two parameters, replacement percentage of recycled coarse aggregate (RCA) and axial compression level, were considered in the test. Based on the experimental data, the hysteretic loops, skeleton curves, ductility, energy dissipation capacity and stiffness degradation of RCFST columns were analyzed. The test results indicate that the failure modes of RCFST columns are the local buckling of the steel tube at the bottom of the columns, and the hysteretic loops are full and their shapes are similar to normal CFST columns. Furthermore, the ductility coefficient of all specimens are close to 3.0, and the equivalent viscous damping coefficient corresponding to the ultimate lateral load ranges from 0.323 to 0.360, which demonstrates that RCFST columns exhibit remarkable seismic performance.