THE SIMPLIFIED FORMULA OF NATURAL PERIOD FOR STEEL FRAME WITH SEMI-RIGID CONNECTIONS

被引：0

作者：

Hu, Xi-Bing ^{[1
]}

Xiong, Yao ^{[1
]}

机构：

[1] Cent S Univ Forestry & Technol, Coll Civil Engn & Mech, Changsha 410004, Hunan, Peoples R China

来源：

4TH INTERNATIONAL SYMPOSIUM ON LIFETIME ENGINEERING OF CIVIL INFRASTRUCTURE | 2009年

关键词：

Steel frame; semi-rigid connection; dynamic behaviour; the natural period; simplified formula;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Extensive studies show that the behaviors of semi-rigid connection greatly influenced the dynamic behaviors of structure. Changed the values of parameters, the natural period of basic structure is calculated with the THEASF program, and the relations between the natural period and each parameter are obtained. A simplified formula of natural period for steel frame with semi-rigid connection is obtained, which can be considered the effects of all parameters of structure. The numerical results show that this simplified formula is reliable and can be used in preliminary seismic design of this kind of structure.

引用

页码：782 / 787

页数：6

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