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作者:

Jiang, L. (Jiang, L..) | Du, X. (Du, X..)

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摘要:

In the complex conversion analysis of multi-degree-of-freedom system, there are large calculation counts in every calculation step of genetic algorithm, which limit the running speed of genetic algorithm. So the positive calculation counts to be reduced is an effective method to enlarge the range of genetic algorithm application. The empirical genetic-simplex algorithm is one of the effective method to solve the problem. In this paper, the empirical genetic-simplex algorithm is applied to structural physical parameter identification based on incomplete modal parameters. The results show that the empirical genetic-simplex algorithm has many advantages, such as high precision and searching efficiency, independence of the selection of initial values, and sufficient reflection on the inadequate high rank modal information.

关键词:

Empirical genetic-simplex algorithm; Structural dynamic characteristics parameter; Structural physical parameter

作者机构:

  • [ 1 ] [Jiang, L.]Shandong Provincial Academy of Building Research, Jinan 250031, China
  • [ 2 ] [Du, X.]The Key Lab. of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100022, China

通讯作者信息:

  • [Jiang, L.]Shandong Provincial Academy of Building Research, Jinan 250031, China

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来源 :

Journal of Earthquake Engineering and Engineering Vibration

ISSN: 1000-1301

年份: 2007

期: 4

卷: 27

页码: 116-121

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