INFLUENCE OF STRAIN-HARDENING ON SOIL-STRUCTURE INTERACTION OF FRAMED STRUCTURES

被引：10
|
作者：
NOORZAEI, J
VILADKAR, MN
GODBOLE, PN
机构：
[1] Department of Civil Engineering, University of Roorkee, Roorkee
来源：
COMPUTERS & STRUCTURES | 1995年 / 55卷 / 05期
关键词：
D O I：
10.1016/0045-7949(94)00434-5
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
The paper deals with the soil-structure interaction analysis of a plane frame-combined footing-soil system, taking into account the elasto-plastic behaviour of the compressible sub-soil and its strain hardening characteristics. Comparison of the behaviour as regards the settlement of the foundation has also been made with behaviour of the system when the sub-soil is considered as behaving in a linear elastic manner. The elasto-plastic analysis with linear strain hardening has been carried out using the two Drucker-Prager yield criteria for soils, for which the convenient forms and their generalization for the computation of the plastic flow vector are presented for use in the finite element analysis.
引用
收藏
页码：789 / 795
页数：7
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