SIMULATION METHOD ON BEHAVIOR OF INTEGRAL STEEL FRAMED STRUCTURES UNDER FIRE

Yang Xiu-ping; Hao Shu-ying; Zhang Jing-yu; Zhang Zhuo

doi:10.13204/j.gyjz200608022

Volume 36 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(8): 71-73

Li Zhilei, Gan Gang, Tang Jinchun. NUMERICAL SIMULATION OF CRACKING OF OVERLONG FRAME STRUCTURE AT DETEMPERATURE EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 30-32,61. doi: 10.13204/j.gyjz200410009

Citation:

Yang Xiu-ping, Hao Shu-ying, Zhang Jing-yu, Zhang Zhuo. SIMULATION METHOD ON BEHAVIOR OF INTEGRAL STEEL FRAMED STRUCTURES UNDER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 71-73. doi: 10.13204/j.gyjz200608022

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SIMULATION METHOD ON BEHAVIOR OF INTEGRAL STEEL FRAMED STRUCTURES UNDER FIRE

doi: 10.13204/j.gyjz200608022

1.
1. School of Mechanical Engineering,Tianjin University of Technology Tianjin 300191;
2.
2. Dept.of Civil Engineering,Tianjin Urban Construction Institute Tianjin 300380

Received Date: 2006-03-10
Publish Date: 2006-08-20

Abstract

Abstract

The model of integral steel framed structures is built.Finite element method is used to perform numerical simulation of integral structures under fire.Elasto-plastic analysis of thermal stress and deformation is carried out.As a result,the deformation,stress contours as well as the curves of inner force and deflection varying with time are obtained.The behavior of integral structures under different restrained conditions and protection measures are also compared.An approach to numerical simulation is developed for fire-resistant design based on integral structures.
- fire effect,
- integral structures,
- steel frame,
- numerical simulation,
- restrained conditions,
- protection

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References(7)

References

ECCS (European Convention for Constructional Steelwork).European Recommendation for the Fire Safety of Steel Structures,1983

[2] 王勖成,邵敏.有限单元法基本原理和数值方法.北京:清华大学出版社,1999

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[4] 时旭东.高温下钢筋混凝土杆系结构试验研究和非线性有限元分析:[博士学位论文].北京:清华大学,1992

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