A SIMPLIFIEDMODEL FOR HIGH-RISE BUILDINGS CONSIDERING THE IN-PLANE DEFORMATION OF COMPOSITE FLOOR SLAB

Nie Jianguo; Huang Yuan

doi:10.13204/j.gyjz200803002

Volume 38 Issue 3

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Nie Jianguo, Huang Yuan. A SIMPLIFIEDMODEL FOR HIGH-RISE BUILDINGS CONSIDERING THE IN-PLANE DEFORMATION OF COMPOSITE FLOOR SLAB[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 5-8. doi: 10.13204/j.gyjz200803002

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Nie Jianguo, Huang Yuan. A SIMPLIFIEDMODEL FOR HIGH-RISE BUILDINGS CONSIDERING THE IN-PLANE DEFORMATION OF COMPOSITE FLOOR SLAB[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 5-8. doi: 10.13204/j.gyjz200803002

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A SIMPLIFIEDMODEL FOR HIGH-RISE BUILDINGS CONSIDERING THE IN-PLANE DEFORMATION OF COMPOSITE FLOOR SLAB

doi: 10.13204/j.gyjz200803002

Nie Jianguo¹,
Huang Yuan²

1.
1. Civil Engineering Department,Tsinghua University,Beijing 100084;
2.
2. Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084

Received Date: 2007-08-30
Publish Date: 2008-03-20

Abstract

Abstract

Research is conducted on the influence of the in-plane stiffness of stee-l concrete composite floor slab to the structure analyses of high-rise building. A simplified model is suggested considering the in-plane deformation of stee-l concrete composite floor slabs. Comparison is made to investigate the effects of different length-width ratios on the analyses of high-rise structure. The predicting results are reasonable and credible. This method is a valid approach to analyze high building with composite floor, which can provide some references for the evaluation of the composite diaphragm in engineering practice.
- steel-concrete composite floor slab,
- high-rise building,
- elastic floor slab