Under Wind Load Function the Curtain Wall Aluminum #br#
Plate Internal Force and Distortion Calculation

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Under Wind Load Function the Curtain Wall Aluminum #br# Plate Internal Force and Distortion Calculation

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- Under Wind Load Function the Curtain Wall Aluminum #br# Plate Internal Force and Distortion Calculation
- Acta Scientiarum Naturalium Universitatis SunYatseni Vol. 51, Issue 4, Pages: 19-22(2012)
- 作者机构：
  
  中山盛兴股份有限公司,广东,中山,528412
- 作者简介：
- 基金信息：
- DOI：
  CLC：
- Published：2012，
  
  Published Online：25 July 2012，
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MAO Huonan. Under Wind Load Function the Curtain Wall Aluminum #br# Plate Internal Force and Distortion Calculation. [J]. Acta Scientiarum Naturalium Universitatis SunYatseni 51(4):19-22(2012)
DOI：

MAO Huonan. Under Wind Load Function the Curtain Wall Aluminum #br# Plate Internal Force and Distortion Calculation. [J]. Acta Scientiarum Naturalium Universitatis SunYatseni 51(4):19-22(2012) DOI：

摘要

阐述了槽型铝板和加劲肋构成的单元式幕墙的内力及变形计算。采用ANSYS软件对单元板块由槽型铝板与5条加劲肋组成的结构的内力和变形进行计算，研究了加劲肋转角处由于局部铆钉松脱由刚结点变成铰接点后其计算模型发生改变的应力及位移计算，最后介绍实际应用。

Abstract

The survey of unit type curtain wall is researched. Using the ANSYS software

the internal force and displacement of the unit type plate structure which are composed of the trough type aluminum plate and 5 stiffening ribs (portal type frame) are calculated. The stiffening rib and the aluminum plate corner partial rivet loosens by the rigid joint turns the hinge point is studied. The computation model is built and its biggest internal force and displacement are obtained. Finally

the practical application is introduced.

关键词

单元式幕墙铝板加劲肋内力位移

Keywords

unit type curtain wallaluminum platestiffening ribinternal forcedisplacement.

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