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构造桩-芯柱体系混凝土砌块墙体抗震性能试验研究
引用本文:杨德健,高水孚,孙锦镖,王书祥,成全喜. 构造桩-芯柱体系混凝土砌块墙体抗震性能试验研究[J]. 建筑结构学报, 2000, 21(4): 22-27
作者姓名:杨德健  高水孚  孙锦镖  王书祥  成全喜
作者单位:天津城市建设学院!天津300381,天津市建筑设计院!天津300074,天津城市建设学院!天津300381,天津城市建设学院!天津300381,天津城市建设学院!天津300381
摘    要:本文提出了混凝土空心砌块建筑的构造柱-芯柱构造体系,并对该体系墙片的抗震性能与仅配芯柱的墙片进行对比试验研究,结果表明采用集中配筋的构造柱,并适当配置芯柱的混凝土砌块墙体,其抗震性能得到明显提高。

关 键 词:构造柱体系  混凝土空心砌体  抗震  
收稿时间:2000-08-05
修稿时间:2000-08-05

Experimental Study on Aseismic Behavior of Concrete Block Walls with Construction-Core Column System
YANG Dejian,GAO Yongfu,SUN Jinbiao,WANG Shuxiang,CHENG Quanxi. Experimental Study on Aseismic Behavior of Concrete Block Walls with Construction-Core Column System[J]. Journal of Building Structures, 2000, 21(4): 22-27
Authors:YANG Dejian  GAO Yongfu  SUN Jinbiao  WANG Shuxiang  CHENG Quanxi
Affiliation:YANG Dejian,GAO Yongfu,SUN Jinbiao,WANG Shuxiang,CHENG Quanxi (. Tianjin Institute of Urban Construction,Tianjin,China,. Tianjin Institute of Building Design,Tianjin,China)
Abstract:In this paper, the hollow concrete block walls with construction-core column system have been proposed. The aseismic behavior of these structures have been studied by contrast testing. The test results show that the earthquake-resistance of concrete block walls were improved obviously by the use of construction-core column system.
Keywords:
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