Numerical analysis of non-linear soil-structure interaction

被引：0
|
作者：
Massimino, MR [1 ]
Maugeri, M [1 ]
机构：
[1] Univ Catania, Dept Civil & Environm Engn, Catania, Italy
来源：
EARTHQUAKE RESISTANT ENGINEERING STRUCTURES III | 2001年 / 9卷
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The present paper deals with a parametric study of soil-foundation-frame interaction in pseudo-static conditions by means of a new finite element code, named SOFIA. The analysis is performed considering strip foundations resting on linear and non-linear soil elements. The seismic actions are simulated by means of a pseudo-static approach. Even if the code is used for soil-foundation-frame systems in plane-strain conditions, the 3-D effect is taken into account through an approximate procedure. In particular, in this paper the effects due to the soil-structure relative stiffness and the number of storeys in the superstructure are taken into account. The results, reported in a-dimensional form to be as general as possible, show some interesting differences between the static and pseudo-static behaviour of the soil-structure system and the importance of considering the soil nonlinearity.
引用
收藏
页码：539 / 548
页数：10
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