摘要
结合工程实例,通过估算两类场地的等效剪切波速,对其引发的持力层问题进行了探讨,从而为场地类别的判定奠定了理论基础,以使所提抗震参数与持力层实际情况相适应。
Combining with engineering case,through estimating equal efficient shear wave velocity of two kinds of sites,it discusses its stressing layer problem.Thus,it has laid theoretical foundation for site type identification,so as to make the above-mentioned anti-seismic parameter to adapt to actual condition of stressing layer.
出处
《山西建筑》
2011年第4期64-64,共1页
Shanxi Architecture
关键词
场地类别
剪切波速
持力层
抗震参数
site type
shear wave velocity
stress layer
anti-seismic parameter
