Fire resistance analysis of steel structures

被引：0
|
作者：
Boko, Ivica [1 ]
Toric, Neno [1 ]
Peros, Bernardin [1 ]
机构：
[1] Sveuciliste Splitu, Fak Gradevinarstva Arhitekture & Geodezije, Split, Croatia
来源：
GRADEVINAR | 2012年 / 64卷 / 08期
关键词：
heat transfer; fire; mechanical properties; steel; long tudinal force bending; bending;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Experimental studies conducted to test simple computation models for the determination of resistance of steel structures exposed to fire, as defined in HRN EN 1993-1-2:2008, are presented in the paper. The analysis is made for basic parameters defining reduction of mechanical properties of steel at elevated temperatures, and for basic models for calculating fire resistance of elements subjected to cross-sectional load, and transverse and longitudinal load (bending and bending with longitudinal force).
引用
收藏
页码：631 / 640
页数：10
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