节点文献
桩土体系的有效应力地震反应计算方法研究
Investigation on Calculation Method for Seismic Response of Effective Stress in Pile-soil System
【摘要】 从土动力学的角度 ,本文认为按土的有效应力原理进行桩—土动力相互作用分析能够较好地反映土的动力特性对桩基的影响。又着重讨论了基于有效应力原理的有限元法 ,并对一个柱式桥墩桩基础进行了计算和分析。
【Abstract】 From the viewpoint of soil dynamics, this paper suggests that the effect of dynamic characters of soil on piled foundation can be expressed through analysis of pile-soil dynamic interaction. The FEM based on principles of effective stress was discussed and the calculation and analysis on piled foundation of column type bridge pier were carried out. [
- 【文献出处】 地下空间 ,Underground Space , 编辑部邮箱 ,2000年03期
- 【分类号】TU4
- 【被引频次】8
- 【下载频次】164