INTELLIGENT OPTIMAL DESIGN BASED ON ENERGY ANALYSIS AND SEISMIC DAMAGE PERFORMANCE

Liang Xingwen; Tian Ye; Qu Yueqian

doi:10.13204/j.gyjz200506002

Volume 35 Issue 6

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(6): 6-10

Liang Xingwen, Tian Ye, Qu Yueqian. INTELLIGENT OPTIMAL DESIGN BASED ON ENERGY ANALYSIS AND SEISMIC DAMAGE PERFORMANCE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 6-10. doi: 10.13204/j.gyjz200506002

Citation:

Liang Xingwen, Tian Ye, Qu Yueqian. INTELLIGENT OPTIMAL DESIGN BASED ON ENERGY ANALYSIS AND SEISMIC DAMAGE PERFORMANCE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 6-10. doi: 10.13204/j.gyjz200506002

Liang Xingwen, Tian Ye, Qu Yueqian. INTELLIGENT OPTIMAL DESIGN BASED ON ENERGY ANALYSIS AND SEISMIC DAMAGE PERFORMANCE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 6-10. doi: 10.13204/j.gyjz200506002

Citation:

Liang Xingwen, Tian Ye, Qu Yueqian. INTELLIGENT OPTIMAL DESIGN BASED ON ENERGY ANALYSIS AND SEISMIC DAMAGE PERFORMANCE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 6-10. doi: 10.13204/j.gyjz200506002

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INTELLIGENT OPTIMAL DESIGN BASED ON ENERGY ANALYSIS AND SEISMIC DAMAGE PERFORMANCE

doi: 10.13204/j.gyjz200506002

1.
1. Xi'an University of Architecture and Technology Xi'an 710055;
2.
2. Zhejiang Industry Design and Research Institute Hangzhou 310003

Received Date: 2004-12-05
Publish Date: 2005-06-20

Abstract

Abstract

A method of intelligent optimal design based on seismic damage performance and energy analysis is presented onthe base of the performance- based seismic control design based on energy analysis developed in reference [2] and animproved genetic algorithm. The programs of genetic algorithm and the improved genetics algorithm are developed. Thefeasibility and accuration of the method of intelligent optimal design are verified through an example. And the convergence ofthe improved genetic algorithm is better than that of genetic algorithm.
- energy analysis method,
- intelligent optimal design,
- seismic damage performance,
- genetic algorithm

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References(10)

References

王光远.吕大刚.基于最优设防烈度和损伤性能的抗震结构优化设计.哈尔滨建筑大学学报,1999,32(5):1～5

[2] 瞿岳前,梁兴文,田野.基于能量分析法的地震损伤性能控制设计.见:现代地震工程进展.南京:东南大学出版社,2002.451～456

[3] Park Y J, Ang AH-s. Mechanistic Seismic Damage Method for Reinforced Concrete. Journal of Structure Engineering, 1985(4) :722 ～ 739

[4] Vidic T, Farjfar P, Fschinger M. Consistent Inelastic Design Spectra:Strength and Displacement. Earthquake Engneering and Structural Dynamics, 1994,23: 507 ～ 521

[5] 欧进萍,何政,等.钢筋混凝土结构的地震损伤性能设计.地震工程与工程震动,1999,19(1):21～30

[6] 王小平,曹立明.遗传算法--理论、应用与软件实现.西安:西安交通大学出版社,2002

[7] 蔡自兴,徐光佑.人工智能及其应用.第二版.北京:清华大学出版社,1996

[8] 潘正君,康立山,陈毓屏.演化计算.北京:清华大学出版社,1998

[9] 荀先太,金先.有约束优化中遗传算法的应用.西南交通大学学报,1997,32(8):42～47

[10] 瞿岳前.基于能量分析法的地震损伤性能控制设计及智能优化设计:[学位论文].西安:西安建筑科技大学,2003

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