A design model for the fire resistance of timber-concrete composite slabs

被引：0
|
作者：
Frangi, A [1 ]
Fontana, M [1 ]
机构：
[1] ETH, Inst Struct Engn, Zurich, Switzerland
来源：
INNOVATIVE WOODEN STRUCTURES AND BRIDGES | 2001年
关键词：
timber-concrete composite slabs; shear connection; fire behaviour; fire 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 describes the most important results of a research project at ETH on the fire behaviour of timber-concrete composite slabs. The first part of the analysis looks at the behaviour and modelling of the connection, the second part investigates the global behaviour of slabs. A design method for the calculation of the fire resistance of timber-concrete composite slabs developed on the basis of the strength and stiffness models of the connection is compared to the fire test results.
引用
收藏
页码：113 / 118
页数：6
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