Stability analysis of multistory framework under uniformly distributed load

被引：0

作者：

Chen, HJ ^{[1
]}

Wang, JQ ^{[1
]}

机构：

[1] Changsha Commun Univ, Dept Construct Engn, Changsha 410076, Peoples R China

来源：

ADVANCES IN STEEL STRUCTURES, VOLS 1 AND 2 | 1999年

关键词：

multistory framework; overall stability; continuum model; uniformly distributed load; critical load; substituting column;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Problems of overall stability in a multistory framework become significant with the increase in its height. This paper presents the stability analysis to a one-bay multistory framework under uniformly distributed load by means of continuum model. Continuum model is a substituting column converted from multistory framework. So, the analysis to multistory frame, which is an indeterminate structure, is reduced to that to a determinate one. The formula of critical load is developed by Galerkin method. The effect of the axial compressive deformation of framework column is taken into consideration.

引用

页码：183 / 190

页数：8

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