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Author:

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

Indexed by:

Scopus PKU CSCD

Abstract:

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.

Keyword:

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

Author Community:

  • [ 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

Reprint Author's Address:

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

Email:

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Source :

Journal of Earthquake Engineering and Engineering Vibration

ISSN: 1000-1301

Year: 2007

Issue: 4

Volume: 27

Page: 116-121

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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