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Structural physical parameter identification based on evolutionary-simplex algorithm and structural dynamic response 被引量:7

Structural physical parameter identification based on evolutionary-simplex algorithm and structural dynamic response
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摘要 Evolutionary computation based on the idea of biologic evolution is one type of global optimization algorithm that uses self-adaptation,self-organization and random searching to solve optimization problems.The evolutionary-simplex algorithm is introduced in this paper.It contains floating encoding which combines the evolutionary computation and the simplex algorithm to overcome the problems encountered in the genetic algorithm and evolutionary strategy methods. Numerical experiments are performed using seven typical functions to verify the algorithm.An inverse analysis method to identify structural physical parameters based on incomplete dynamic responses obtained from the analysis in the time domain is presented by using the evolutionary-simplex algorithm.The modal evolutionary-simplex algorithm converted from the time domain to the modal domain is proposed to improve the inverse efficiency.Numerical calculations for a 50-DOF system show that when compared with other methods,the evolutionary-simplex algorithm offers advantages of high precision, efficient searching ability,strong ability to resist noise,independence of initial value,and good adaptation to incomplete information conditions. Evolutionary computation based on the idea of biologic evolution is one type of global optimization algorithm that uses self-adaptation,self-organization and random searching to solve optimization problems.The evolutionary-simplex algorithm is introduced in this paper.It contains floating encoding which combines the evolutionary computation and the simplex algorithm to overcome the problems encountered in the genetic algorithm and evolutionary strategy methods. Numerical experiments are performed using seven typical functions to verify the algorithm.An inverse analysis method to identify structural physical parameters based on incomplete dynamic responses obtained from the analysis in the time domain is presented by using the evolutionary-simplex algorithm.The modal evolutionary-simplex algorithm converted from the time domain to the modal domain is proposed to improve the inverse efficiency.Numerical calculations for a 50-DOF system show that when compared with other methods,the evolutionary-simplex algorithm offers advantages of high precision, efficient searching ability,strong ability to resist noise,independence of initial value,and good adaptation to incomplete information conditions.
作者 杜修力 曾迪
出处 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2003年第2期225-236,共12页 地震工程与工程振动(英文刊)
基金 National Natural Science Foundation of China(Grant No.50278006)
关键词 modal paralneter physical parameter inverse analysis evolutionary-simplex algorithm modal paralneter physical parameter inverse analysis evolutionary-simplex algorithm
作者简介 Correspondence to: Du Xiuli, Beijing University of Technology, Beijing 100022, China Tel: 010-67391477 E-mail: duxl@iwhr. com;Du Xiuli(杜修力),Profcssor;Zengdi(曾迪),Assistant Engineer
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