摘要
主要介绍分别采用钢纤维砂浆和普通砂浆的空心砖砌体墙片试件在低周反复荷载作用下的抗震性能对比试验结果 ;在此基础上综合分析并提出了采用钢纤维砂浆的空心砖砌体受剪承载力的计算方法 ,并把计算结果与试验值进行了对比 ,吻合较好。
This paper introduces mainly the comparative test results of the aseismic properties of the hollow brick walls respectively with steel fibre mortar and ordinary mortar under low\|cycle repeated loads,based on which an overall analysis is conducted and the calculation method for the shearing bearing capacity of the hollow\|brick wall with steel fibre mortar is put forward. The calculated results are compared with the test values,between which there is a good agreement.
出处
《工业建筑》
CSCD
北大核心
2000年第9期19-22,共4页
Industrial Construction
基金
山东省教委科技发展计划项目
关键词
钢纤维砂浆
空心砖砌体
抗震性能
试验研究
steel fibre mortar hollow\|brick wall aseismic property experimental study
