Load bearing behaviour of slim floor constructions

被引：12
|
作者：
Hegger, Josef [1 ]
Kerkeni, Naceur [2 ]
Roggendorf, Thomas [1 ]
机构：
[1] Rhein Westfal TH Aachen, Lehrstuhl & Inst Massivbau, D-52074 Aachen, Germany
[2] H P Ingn GmbH & Co KG, D-52072 Aachen, Germany
来源：
BETON- UND STAHLBETONBAU | 2008年 / 103卷 / 01期
关键词：
D O I：
10.1002/best.200700591
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The shear capacity of hollow core slabs is considerably reduced due to transverse stresses when the slabs are bedded on flexible supports (e.g. slender beams). However a standardised design model has not been established yet to determine the residual strength appropriately. This paper describes full scale tests concerning the load carrying behaviour of hollow core slabs supported on steel beams, so-called slim floor constructions. Recommendations regarding the design and the construction on flexible supports are given.
引用
收藏
页码：2 / 11
页数：10
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