Affiliation of Author(s):

理学院

Journal:

Advances in Engineering Design and Optimization

Key Words:

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

Abstract:

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.

Note:

EI检索，已出具校图书馆的检索证明

Co-author:

曹现雷

First Author:

haojiping,hehaijun

Indexed by:

Journal paper

Volume:

卷：

Issue:

期：1

Page Number:

页：185~188

Translation or Not:

no

Date of Publication:

2012-05-01