钢纤维砂浆空心砖墙体抗震性能试验研究  

ASEISMIC BEHAVIOUR STUDY ON HOLLOW-BRICK WALL WITH STEEL FIBER MORTAR

作　　者：傅传国[1] 许清风[2] 蒋永生[2] 

机构地区：[1]山东建筑工程学院,济南250014 [2]东南大学,南京210096

出　　处：《工业建筑》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

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.

关 键 词：钢纤维砂浆 空心砖砌体 抗震性能 试验研究 

分 类 号：TU362[建筑科学—结构工程]