摘要
通过利用砖砌体墙片的抗震试验结果 ,结合房屋的动力特性实测 ,提出了如何判断墙体震害等级的准则和方法 ,经实践 。
Based upon shock test results of brick masonry wall and combined with the kinetic characteristics of buildings a criterion and method is propose to judge the seismic damage magnitude of wall. Practices show that this method can objectively appraise the earthquake resistance capacity of multistory masonry buildings.
出处
《山西建筑》
2003年第6期27-28,共2页
Shanxi Architecture
关键词
砌体房屋
抗震
鉴定
震害
多层砖房
masonry building, earthquake resistance, seismic damage