摘要
本文利用《八度区混凝土空心小型砌块建筑抗震性能研究》成果资料中砌块房屋建筑主要抗侧力构件墙体的实验室试验结果,结合房屋建筑动力特性实测,给出层间位移的判别准则,提出砌块房屋震害预测方法,较为客观地给出砌块房屋的抗侧力能力。
According to the available test data taken from Reference[1]and the laboratory testing results of the block wall the criterion for determining lateral resistance capacity is given in this paper.The relation between the damage rank and the storey shift displasment range is studied.On the basis of an example analytical procedure, the method for predicting damage to the block masonry building subjected to seismic load is described.
出处
《地震工程与工程振动》
CSCD
北大核心
1992年第3期77-83,共7页
Earthquake Engineering and Engineering Dynamics
