Simplified analysis for cantilever columns exposed to fire according to EC 2

被引：2
作者：
Cyllok, Michael [1 ]
Achenbach, Marcus [1 ]
机构：
[1] LGA Landesgewerbeanstalt Bayern KdoR, Bereich Prufstat, D-90431 Nurnberg, Germany
来源：
BETON- UND STAHLBETONBAU | 2008年 / 103卷 / 07期
关键词：
D O I：
10.1002/best.200800625
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper deals with the load bearing behavior of reinforced concrete cross-sections exposed to fire. Examples show the governing influences. Hence, a simplified method for the structural fire design of reinforced concrete columns is realized. The use of this method is demonstrated in a worked example.
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页码：464 / +
页数：8
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