Calculation and Application of Steel-Concrete Composite Beams' Stiffness Amplified Coefficient

被引：0

作者：

Mu, Zaigen ^{[1
]}

Cheng, Jing ^{[1
]}

Fan, Zhong ^{[2
]}

机构：

[1] Univ Sci & Technol Beijing, Dept Civil Engn, Beijing 100083, Peoples R China

[2] China Architecture Design & Res Grp, Beijing 100044, Peoples R China

来源：

PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4 | 2013年 / 405-408卷

基金：

中国国家自然科学基金;

关键词：

steel-concrete composite beams; stiffness amplified coefficient; natural vibration period; vertical displacement; stress ratio;

D O I：

10.4028/www.scientific.net/AMM.405-408.1187

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

Steel-concrete composite beams have been widely used in the high-rise buildings and large span steel structure. Composite beams' effective flange width has been further investigated in domestic, as well as the force and deformation within elastic stage and plastic stage. In this paper, we give out the formula derivation of steel-concrete composite beams' stiffness amplified coefficient. Combined with a practical engineering, we analysis the impact of stiffness amplified coefficient on the whole structure by SAP2000 software and compare the results back and forth. In the end, we put forward some suggestions for construction engineers.

引用

页码：1187 / +

页数：2

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