摘要
本文就4～6层砖房的震陷进行了计算分析,着重研究烈度、软土层厚度和层位的影响,确定了可不考虑震陷影响的临界值和加固范围。
In this paper the seismic settlement of masonry buildings is computed and analysed.The research is focused on the influence of intensity of earthquake,thickness and depth of soft soil on the seismic settlement and aimed at establishing some critical values.When the seismic settlement is lower than these values,the influence of seismic settlement on the masonry buildings is negligible.
出处
《地震工程与工程振动》
CSCD
北大核心
1991年第1期89-98,共10页
Earthquake Engineering and Engineering Dynamics
