Study on the joint stress analysis of a high-rise pseudo-classic tower of steel structure
The pseudo-classic tower, as a building type, is more and more popular with people, however, inevitably complicated connected joints brings difficulties to the structural analysis. The paper selects the beamcolumn joint of the pseudo-classic tower, which is a steel structure, in Jingchuan county, as the studying object, to build a modal by -ANSYS, and some of the data of the joint stress and strain distribution was abtained in order to provide a reference for similar projects in the future.
pseudo-classic tower complex connected joints stress and strain distribution
Qi Qin Jinfeng Jiao Honggang Lei
College of architecture and civil engineering Taiyuan University of Technology Taiyuan, China
国际会议
三峡
英文
1114-1117
2012-05-18（万方平台首次上网日期，不代表论文的发表时间）