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构造柱一圈梁体系外多孔砖内混凝土小型空心砌块六层足尺房屋抗震性能试验研究
引用本文:王宗纲,查支祥,聂建国.构造柱一圈梁体系外多孔砖内混凝土小型空心砌块六层足尺房屋抗震性能试验研究[J].地震工程与工程振动,2002,22(4):90-96.
作者姓名:王宗纲  查支祥  聂建国
作者单位:清华大学土木工程系,北京,100084
基金项目:清华大学自然科学基金资助项目
摘    要:本文简述了六层构造柱 -圈梁体系外墙用多孔砖、内墙用混凝土小型空心砌块足尺房屋抗震试验的设计 ,介绍了模型楼的试验结果 ,并对试验结果进行了分析 ,评价了此类房屋的抗震能力。最后 ,本文对此类房屋的工程实践提出一些建议

关 键 词:构造柱-圈梁体系  混凝土小型空心砌块  多孔砖  抗震试验  抗震性能
文章编号:1000-1301(2002)04-0090-07
修稿时间:2002年1月7日

Experimental study on antiseismic behavior of a full scale building of 6-story porous brick and small -size hollow concrete block structure with constructional column-beam system
WANG Zong gang,ZHA Zhi xiang,NIE Jian guo.Experimental study on antiseismic behavior of a full scale building of 6-story porous brick and small -size hollow concrete block structure with constructional column-beam system[J].Earthquake Engineering and Engineering Vibration,2002,22(4):90-96.
Authors:WANG Zong gang  ZHA Zhi xiang  NIE Jian guo
Abstract:In this paper, the design and the antiseismic experimental results of a full scale building of 6 story porous brick and small size hollow concrete block structure with constructional column-beam are presented. The test results are analyzed and the seismic bearing capacity of this type of building is evaluated. According to the results , some conclusion and further recommendations for design are proposed .
Keywords:constructional column  beam system  small  size hollow concrete block porous brick  antiseismic experiments  antiseismic performance
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