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带框复合墙抗震性能试验研究
引用本文:张同亿,张兴虎,吴敏哲,于庆荣,姜维山.带框复合墙抗震性能试验研究[J].西安建筑科技大学学报(自然科学版),2000,32(3):209-212.
作者姓名:张同亿  张兴虎  吴敏哲  于庆荣  姜维山
作者单位:1. 西安建筑科技大学土木工程学院,陕西,西安,710055
2. 天津大学建工系,天津,300050
摘    要:通过带框复合墙和应实心墙的拟静力试验及对比分析,探讨了此类构件的破坏机理及变形性能,论证了其复合层的协同工作性能;给出了带框复合墙的恢复力模型,刚度计算方法以及承载力的控制方法。

关 键 词:复合墙  抗震性能  恢复力模型
文章编号:1006-7930(2000)03-0209-04
修稿时间:1999-11-19

Tentative study on the aseismic behavior of sandwich wall with frame
ZHANG Tong-yi,ZHANG Xing-hu,WU Min-zhe,YU Qing-rong,JIANG Wei-shan.Tentative study on the aseismic behavior of sandwich wall with frame[J].Journal of Xi'an University of Architecture & Technology,2000,32(3):209-212.
Authors:ZHANG Tong-yi  ZHANG Xing-hu  WU Min-zhe  YU Qing-rong  JIANG Wei-shan
Abstract:Based on the quasi static test of the sandwich wall with frame and the similitude wall, the failure mechanism and the deformation behavior of this sandwich wall is discussed. The coordinated working state of layers of the sandwich wall is testified in this paper. The restoring force model fit for this sandwich wall is presented, and the formulas for calculating the stiffness are developed. Finally, the method for calculating the carrying capacity is presented.
Keywords:sandwich wall  seismic behavior  restoring force model  stiffness  carrying capacity
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