Numerical modelling for earthquake engineering: the case of lightly RC structural walls

被引：11

作者：

Mazars, J

Ragueneau, F

Casaux, G

Colombo, A

Kotronis, P

机构：

[1] RNVO Network, Lab Sols, F-38041 Grenoble 9, France

[2] LMT, F-94230 Cachan, France

来源：

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS | 2004年 / 28卷 / 7-8期

关键词：

reinforced concrete; damage mechanics; beam elements; simplified analysis;

D O I：

10.1002/nag.363

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Different types of numerical models exist to describe the non-linear behaviour of reinforced concrete structures. Based on the level of discretization they are often classified as refined or simplified ones. The efficiency of two simplified models using beam elements and damage mechanics in describing the global and local behaviour of lightly reinforced concrete structural walls subjected to seismic loadings is investigated in this paper. The first model uses an implicit and the second an explicit numerical scheme. For each case, the results of the CAMUS 2000 experimental programme are used to validate the approaches. Copyright (C) 2004 John Wiley Sons, Ltd.

引用

页码：857 / 874

页数：18