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.

引用

页码：464 / +

页数：8