期刊首页 优先出版 当期阅读 过刊浏览 作者中心 关于期刊 English

2007年 第1卷 第2期

摘要

关键词

相关研究

回顶部

《结构与土木工程前沿（英文）》 >> 2007年 第1卷 第2期 doi: 10.1007/s11709-007-0017-z

Modelling and experimental verification on concrete-filled steel tubular columns with L or T section

College of Civil Engineering, Tongji University, Shanghai 200092, China

发布日期： 2007-06-05
HTML17 PDF 1 收藏 0

下一篇 上一篇

摘要

Concrete-filled steel tubular columns with L or T sections were analyzed in this paper. According to the confining mechanism, the stress-strain constitutive model was put forward, and calculated results were compared with experimental records. After that, the hysteretic rules for the in-filled concrete were constructed, aiming at the analysis on the seismic behavior of composite members. The simulation analysis was performed by programming it in Fortran. The models in this paper can be applied in the program of time history analysis on tall buildings with concrete-filled steel tubular columns with L or T sections.

相关研究