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Optimum Analysis of Damper Braces Based on Genetic Algorithm
作者姓名:LI Zheng-liang  LI Shu-ying  SUN Yi
作者单位:College of Civil Engineering, Chongqing University, Chongqing, 400030, China
摘    要:The aims at optimization of structure with damper braces is studied in this paper. The sum of damping coefficient of all damper braces is considered as a goal function, and the storey displacements are considered as constraint conditions. The program,which introduces the non-proportional damp matrix, based on genetic algorithm and time history is used to analyze the optimization of a damper braced frame. The results are reasonable and show that the genetic algorithm is an efficient method to optimize the damper braced structure.

关 键 词:energy  dissipation    damper  brace    optimization    non-proportional  damp  matrix    genetic  algorithm
修稿时间:1/8/2007 12:00:00 AM

Optimum Analysis of Damper Braces Based on Genetic Algorithm
LI Zheng-liang,LI Shu-ying,SUN Yi.Optimum Analysis of Damper Braces Based on Genetic Algorithm[J].Storage & Process,2007(3):57-60.
Authors:LI Zheng-liang  LI Shu-ying  SUN Yi
Institution:College of Civil Engineering, Chongqing University, Chongqing, 400030, China
Abstract:The aims at optimization of structure with damper braces is studied in this paper. The sum of damping coefficient of all damper braces is considered as a goal function, and the storey displacements are considered as constraint conditions. The program,which introduces the non-proportional damp matrix, based on genetic algorithm and time history is used to analyze the optimization of a damper braced frame. The results are reasonable and show that the genetic algorithm is an efficient method to optimize the damper braced structure.
Keywords:energy dissipation  damper brace  optimization  non-proportional damp matrix  genetic algorithm
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