DESIGN AND RESEARCH OF PORTAL FRAME WITH COMPLICATED MEZZANINE

Yu Rongjun; Peng Xuanmao; Peng Xinxuan

doi:10.13204/j.gyjz201202032

Volume 42 Issue 2

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(2): 144-146,96

Xie Xudong, Wang Guijie, Hao Chibiao. FUSION:THE NEW CAMPUS PLANNING AND PRACTICE OF QINGDAO TECHNOLOGICAL UNIVERSITY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 146-149. doi: 10.13204/j.gyjz201112032

Citation:

Yu Rongjun, Peng Xuanmao, Peng Xinxuan. DESIGN AND RESEARCH OF PORTAL FRAME WITH COMPLICATED MEZZANINE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 144-146,96. doi: 10.13204/j.gyjz201202032

Xie Xudong, Wang Guijie, Hao Chibiao. FUSION:THE NEW CAMPUS PLANNING AND PRACTICE OF QINGDAO TECHNOLOGICAL UNIVERSITY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 146-149. doi: 10.13204/j.gyjz201112032

Citation:

Yu Rongjun, Peng Xuanmao, Peng Xinxuan. DESIGN AND RESEARCH OF PORTAL FRAME WITH COMPLICATED MEZZANINE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 144-146,96. doi: 10.13204/j.gyjz201202032

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DESIGN AND RESEARCH OF PORTAL FRAME WITH COMPLICATED MEZZANINE

doi: 10.13204/j.gyjz201202032

1.
1. College of Civil and Transportation Engineering,Hohai University,Nanjing 210098,China;
2.
2. Department of Engineering Mechanics,Hohai University,Nanjing 210098,China;
3.
3. Design Research Institute of Hohai University,Nanjing 210098,China

Received Date: 2011-04-16
Publish Date: 2012-02-20

Abstract

Abstract

One industrial production workshop contains many heavy mezzanines,whose torsional vibration effect under bi-directional earthquake action is taken into account,hence the brace setting of the column which support the mezzanines and design of the wind-resistant column which is near to mezzanines are all different from common portal frame.Aiming at these difficulties,FEA software SAP 2000 is used for structural calculation and analysis,the efficient design methods are reached,good results are achieved after these methods are applied to this project.
- mezzanine,
- torsional vibration,
- column brace,
- wind-resistant column,
- design

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References(4)

References

CECS 102:2002.门式刚架轻型房屋钢结构技术规程[S].

GB 50011-2010.建筑抗震设计规范[S].

武延民,王元清,石永久. 门式刚架轻钢结构抗风柱的设计与分析[J].工业建筑,2003,(01):55-57.

GB 50007-2002.建筑地基基础设计规范[S].

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