Behavior of Concrete Columns Subjected to Fire

被引：0
|
作者：
Martins, A. M. B. [1 ]
Rodrigues, J. P. C. [1 ]
机构：
[1] Univ Coimbra, Fac Sci & Technol, Dept Civil Engn, P-3030788 Coimbra, Portugal
来源：
STRUCTURES IN FIRE: PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE | 2010年
关键词：
RESISTANCE;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper presents the results of an experimental and numerical study to clarify the influence of the surrounding building structure in the behavior of reinforced concrete columns subjected to fire. The parameters studied were: the longitudinal reinforcement ratio, the slenderness of the column and the stiffness of the surrounding structure to the column in fire. The experimental study was complemented by a numerical study carried out using the finite element program SAFIR. The results of the numerical and experimental study are compared in this paper.
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页码：181 / 188
页数：8
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