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装配整体复合墙抗震性能试验研究
引用本文:张同亿,张兴虎,于庆荣,姜维山,吴敏哲. 装配整体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(4): 325-328
作者姓名:张同亿  张兴虎  于庆荣  姜维山  吴敏哲
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:通过两种装配整体式复合墙拟静力试验,讨论了此类构件复合层的协同工作性能、强度、延性及恢复力模型,提出了装配整体式复合墙极限承载力的控制方法,指出了工程中应采用限制滑移装配整体式复合墙并给出相应的设计方法。

关 键 词:整体式复合墙 恢复力模型 承载力 装配 抗震
文章编号:1006-7930-(2000)04-0325-04
修稿时间:2000-06-22

Experimental investigation on seismic behavior of assembly sandwich wall with cast-in frame
ZHANG Tong-yi,ZHANG Xing-hu,Qing-rong,IANG Wei-shan,WU Min-zhe. Experimental investigation on seismic behavior of assembly sandwich wall with cast-in frame[J]. Journal of Xi'an University of Architecture & Technology, 2000, 32(4): 325-328
Authors:ZHANG Tong-yi  ZHANG Xing-hu  Qing-rong  IANG Wei-shan  WU Min-zhe
Affiliation:ZHANG Tong-yi,ZHANG Xing-hu;(School of Civil Engineering, Xi'an Univ. of Arch. & Tech., Xi'an 710055, China);YU Qing-rong;(Dept. of Cons. Eng., Tianjin Univ.,Tianjin 300050, China);JIANG Wei-shan,WU Min-zhe;(School of Civil Engineering, Xi'an Univ. of Arch. & Tech., Xi'an 710055, China)
Abstract:Based on the quasi static test of two kinds of assembly sandwich walls with cast in frames, the coordinate working state of the layers, the carrying capacity, the deformation behavior and the restoring force model of this sandwich wall are studied in this paper. The formula is presented for calculating the carrying capacity, and design for sandwich wall with limited slip developed.
Keywords:assembly sandwich wall with cast-in frame   restoring force model   carrying capacity
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