Pushover analysis of pile-soil-structural interaction systems based on capacity-spectrum-method;
提出了考虑桩-土-结构动力相互作用的输电塔地震反应分析方法。
The present paper discusses the effect of soil pile-structure interaction on high building with pile foundation and the effect of nonlinear behavior of soil on structural seismic response.
本文主要研究土-结构相互作用对于桩基础高层建筑的结构动力特性及其地震反应的影响以及土的非线性性质对于土-桩-结构相互作用体系的地震反应的影响。
应用推荐