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作者:

Wang, M.-S. (Wang, M.-S..) | Zhou, X.-Y. (Zhou, X.-Y..) | Hu, X.-X. (Hu, X.-X..)

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Scopus PKU CSCD

摘要:

The first-modal frequency and damping of a building are identified by using the earthquake records on the building and on related free-field in Alaska, USA. The non-parameter model and ARX parameter model of the structure are used in the identification system, and soil-structure interaction system and structure -system are both identified. By comparing the results obtained from the identification system with the results obtained from the both model is identical in low-frequencies, and but the amplitude of transfer function obtained from SSI system is smaller than from structure system itself, especially in high-frequencies. All these computations are realized on the Matlab platform.

关键词:

Damping; First-modal; Frequency; Non-parameters model; Parameters model; Soil-structure interaction

作者机构:

  • [ 1 ] [Wang, M.-S.]School of Civil and Environment Engineering, Beijing University of Science and Technology, Beijing 100032, China
  • [ 2 ] [Wang, M.-S.]Institute of Geophysics, CEA, Beijing 100081, China
  • [ 3 ] [Zhou, X.-Y.]College of Architectural Engineering, Bejing University of Technology, Beijing 100022, China
  • [ 4 ] [Hu, X.-X.]Institute of Geophysics, CEA, Beijing 100081, China

通讯作者信息:

  • [Wang, M.-S.]School of Civil and Environment Engineering, Beijing University of Science and Technology, Beijing 100032, China

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来源 :

World Information on Earthquake Engineering

ISSN: 1007-6069

年份: 2007

期: 4

卷: 23

页码: 205-211

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