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 。
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 .
出处
《地震工程与工程振动》
CSCD
北大核心
2002年第4期90-96,共7页
Earthquake Engineering and Engineering Dynamics
基金
清华大学自然科学基金资助项目
关键词
构造柱-圈梁体系
混凝土
空心砌块
多孔砖
抗震试验
抗震性能
constructional column beam system
small size hollow concrete block porous brick
antiseismic experiments
antiseismic performance
