水文地质工程地质2000，Vol.27Issue(5)：4-7,4.
建筑桩基的有效应力地震反应分析：Ⅰ--计算方法
Dynamic effective stress analysis for earthquake response of building pile found ations:
Ⅰ--Computation method
黄雨 1唐益群 1叶为民 1陈竹昌1
作者信息
- 1. 同济大学地下建筑与工程系，上海 200092
- 折叠
摘要
Abstract
According to the character of earthquake effect, superstructure and pile foundations, the research model of the earthquake response of building pile foundations is established. The model can consider the dynamic pile-soil-structure interaction. Based on Biot dynamic consolidation equation, which describes the two-phase porous media system dynamic interaction, the effective stress dynamic analysis with the model is recommended to predict the earthquake response of pile foundations. The calculation procedure is also reported in detail关键词
地震/桩基础/地震反应/计算模型/动力固结Key words
earthquake/pile foundation/earthquake response/calculation model/dynamic consolidation分类
建筑与水利引用本文复制引用
黄雨,唐益群,叶为民,陈竹昌..建筑桩基的有效应力地震反应分析：Ⅰ--计算方法[J].水文地质工程地质,2000,27(5):4-7,4.
