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

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(3): 5-8

Meng Xiaoying. INSPIRATION FROM DEVELOPMENT OF INDUSTRIAL ARCHITECTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 41-44. doi: 10.13204/j.gyjz200505010

Citation:

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

Meng Xiaoying. INSPIRATION FROM DEVELOPMENT OF INDUSTRIAL ARCHITECTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 41-44. doi: 10.13204/j.gyjz200505010

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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

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References(6)

References

聂建国, 陈戈. 钢框架中组合楼盖的面内变形.力学与实践,2006,28(1):5

[2] JGJ3-2002 高层建筑混凝土结构技术规程

[3] 包世华. 新编高层建筑结构.北京:中国水利水电出版社,2001

[4] GB50011-2001 建筑抗震设计规范

[5] 聂建国, 余志武.钢-混凝土组合梁在我国的研究及应用.土木工程学报,1999,32(2:3-8

[6] Saffarini Hassan S. In-Plane Floor Deformations in RC St ructures.Journal of Structural Engineering, 1992,118(11):14

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