DYNAMIC PERFORMANCE OF SEMI-RIGID STEEL FRAME ON MACROSCOPIC ELEMENTS

被引：0

作者：

Wang, Tao ^{[1
,2
]}

Wang, Zhan ^{[1
,2
]}

Feng, Junjie ^{[1
,2
]}

机构：

[1] South China Univ Technol, State Key Lab Subtrop Bldg Sci, Guangzhou 510640, Guangdong, Peoples R China

[2] South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R China

来源：

PROCEEDINGS OF THE TWELFTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS I AND II | 2012年

关键词：

Semi-rigid; space steel frame; macroscopic elements; dynamic performance;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Semi-rigid connections are frequently used in multi-storey steel frames, and space semi-rigid steel frames are studied on macroscopic elements. Dynamic performance of multi-storey steel frame structure which is impacted by joint stiffness is studied. The results show that, the performance of semi-rigid steel frame in comparison with ideal rigid steel frame, ringing period, maximum vertex displacement and maximum inter-story drift ratio are very different, bottom shear decrease obviously, and dynamic response changes significantly.

引用

页码：1363 / 1367

页数：5