OPTIMAL DESIGN OF PORTAL FRAME UTILIZING PENALTY FUNCTION

Lin Xiangen; Sheng Ermai

doi:10.13204/j.gyjz200808022

Volume 38 Issue 8

Dec. 2014

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Abstract

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Lin Xiangen, Sheng Ermai. OPTIMAL DESIGN OF PORTAL FRAME UTILIZING PENALTY FUNCTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 86-88. doi: 10.13204/j.gyjz200808022

Citation:

Lin Xiangen, Sheng Ermai. OPTIMAL DESIGN OF PORTAL FRAME UTILIZING PENALTY FUNCTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 86-88. doi: 10.13204/j.gyjz200808022

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OPTIMAL DESIGN OF PORTAL FRAME UTILIZING PENALTY FUNCTION

doi: 10.13204/j.gyjz200808022

Lin Xiangen¹,
Sheng Ermai²

1.
College of Urban Construction,Zhejiang Shuren University Hangzhou 310015)(Zhejiang Architectural Design and Research Institute Hangzhou 310006

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

Abstract

Abstract

The optimal design of single-span portal frame is a design with geometric and physical restrictions.Using penalty function well solves the problems resulting from optimal design of the single-span tapered portal frame,and satisfactory results are got.
- portal frame,
- tapered section,
- optimal design,
- penalty function

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References(8)

References

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[2] 张利,张希黔,郝亮林.钢结构建筑的展望与应用展望.建筑技术开发,2003(1):8-10

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[4] CECS 102:2002门式刚架轻型房屋钢结构技术规程

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[6] 刘天印,李福亮.C++程序设计.北京:北京大学出版社,2006

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[8] 林贤根.双坡单跨铰接门式刚架的极值弯矩、位置及反弯点的分析.合肥工业大学学报(自然版),2007(1):104-107

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