Shaking table experimental study of recycled concrete frame-shear wall structures
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- 作者：Jianwei Zhang (1)
Wanlin Cao (1)
Shaobin Meng (1)
Cheng Yu (2)
Hongying Dong (1) - 关键词：recycled concrete ; frame ; shear wall ; concealed bracings ; shaking table test ; nonlinear time ; history response analysis
- 刊名：Earthquake Engineering and Engineering Vibration
- 出版年：2014
- 出版时间：June 2014
- 年：2014
- 卷：13
- 期：2
- 页码：257-267
- 全文大小：
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Wanlin Cao (1)
Shaobin Meng (1)
Cheng Yu (2)
Hongying Dong (1)
1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
2. Department of Engineering Technology, University of North Texas, Denton, TX, 76207, USA - ISSN：1993-503X
文摘
In this study, four 1/5 scaled shaking table tests were conducted to investigate the seismic performance of recycled concrete frame-shear wall structures with different recycled aggregates replacement rates and concealed bracing detail. The four tested structures included one normal concrete model, one recycled coarse aggregate concrete model, and two recycled coarse and fine aggregate concrete models with or without concealed bracings inside the shear walls. The dynamic characteristics, dynamic response and failure mode of each model were compared and analyzed. Finite element models were also developed and nonlinear time-history response analysis was conducted. The test and analysis results show that the seismic performance of the recycled coarse aggregate concrete frame-shear wall structure is slightly worse than the normal concrete structure. The seismic resistance capacity of the recycled concrete frame-shear wall structure can be greatly improved by setting up concealed bracings inside the walls. With appropriate design, the recycled coarse aggregate concrete frame-shear wall structure and recycled concrete structure with concealed bracings inside the walls can be applied in buildings.