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

2013年 第7卷 第3期

摘要

关键词

相关研究

回顶部

《结构与土木工程前沿（英文）》 >> 2013年 第7卷 第3期 doi: 10.1007/s11709-013-0217-7

Performance study on T-stub connected semi-rigid joint between rectangular tubular columns and H-shaped steel beams

School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China

发布日期： 2013-09-05
HTML16 PDF 1 收藏 0

下一篇 上一篇

摘要

This paper investigates the performance of T-stub connected semi-rigid joint of rectangular tubular columns and H-shaped steel beams. The finite element analysis software ABAQUS is used to analyze the nonlinear performance of the joint under monotonic loading. Meanwhile, the dimensions of T-stub, column and beam are considered as analytic parameters to discuss the performance of the joint. The analysis shows that the thickness and the length of T-stub webs, the height of beam section, bolt diameter, shear connector and the preloaded force affect the performance of the joint largely, and the thickness of the steel tube, the thickness and length of T-stub flange, bolt spacing have relatively little influences on the performance of the joint. The research results indicate that this joint is semi-rigid joint.

相关研究