Simplified geometrically nonlinear elastoplastic analysis of semirigid frames

被引：2
|
作者：
TinLoi, F
Misa, JS
机构：
[1] School of Civil Engineering, University of New South Wales, Sydney
来源：
MECHANICS OF STRUCTURES AND MACHINES | 1996年 / 24卷 / 01期
关键词：
D O I：
10.1080/08905459608905252
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
This paper addresses the problem of analyzing semirigid frames under the assumptions of both geometric and material nonlinearity. In particular, a simplified solution scheme that essentially treats these two types of nonlinearity separately is proposed to solve the incremental formulation developed. Numerical examples are presented to validate the accuracy of the approach.
引用
收藏
页码：1 / 20
页数：20
相关论文
共 50 条
12345