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

页码：113 / 118

页数：6

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