所属单位：

理学院

发表刊物：

Advances in Engineering Design and Optimization

关键字：

中文关键字：偏心支撑钢框架；耗能梁段；有限元分析，英文关键字：Eccentrically braced steel Frames；link beam;Finite

摘要：

The paper presents the nonlinear finite element analysis for K-shape eccentrically braced steel frames on link beam. The analysis indicates that the strength, rigidity, ductility and energy-dissipation performance of K shape eccentrically braced steel frames deteriorate differently with the length increase of link beam. The shorter the link beam is, the larger plastic deformation of it, which will make plastic collapse easily while long link beam has poor cyclic behavior. Compared with the experiments, the results show that the finite element method is feasible. The results can provide a reference for the engineering design and related research. Introduction.

备注：

EI检索，已出具校图书馆的检索证明

合写作者：

曹现雷

第一作者：

郝际平,何海军

论文类型：

期刊论文

卷号：

卷：

期号：

期：1

页面范围：

页：185~188

是否译文：

否

发表时间：

2012-05-01