摘要
通过考虑地震动参数在竖向空间上的放大效应,研究了不同地震高烈度下滑坡稳定性计算结果的差异,得出高烈度时不可忽略放大效应的影响,避免在设计防护结构时,因忽略地震放大效应而造成工程失效的不良后果。
Through considering the amplification effect of seismic motion parameters in vertical space,this paper researched the difference of landslide stability calculation results under different high earthquake intensities,concluded that the influence of amplification effect could not be ignored in high earthquake intensity,so as to avoid the adverse consequences of engineering failure caused by ignoring seismic amplification effect in the design of protective structure.
作者
尤志明
邵东桥
丁保艳
王鹏
李金
You Zhiming;Shao Dongqiao;Ding Baoyan;Wang Peng;Li Jin(Gansu Geological Disaster Prevention Engineering Survey&Design Institute,Lanzhou 730000,China;Gansu CSCEC Municipal Engineering Inverstigation and Design Institute Co.,Ltd.,Lanzhou 730000,China)
出处
《山西建筑》
2022年第2期80-82,共3页
Shanxi Architecture
关键词
地震放大效应
滑坡稳定性
传递系数法
seismic amplification effect
landslide stability
transfer coefficient method