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作者:

Xia, B. (Xia, B..) | Li, Z. (Li, Z..) | Fan, K. (Fan, K..) | Yan, W. (Yan, W..) | Zhou, X. (Zhou, X..)

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摘要:

The earthquake table test of the roof model of National Gymnasium is the first time to do the test of so large size of the structure at home and abroad. The vertical and horizontal vibration table tests of the roof model are conducted. The responses of acceleration, displacement and stress of the structure under the two-dimensional earthquake provide the tested data for evaluating the seismic performance of the roof and can be referened in seismic analysis of similar structure. At the same time, the results indicate that bi-directional beam sting structure have good aseismic capability and is a new-style great structure, which has favorable application in future.

关键词:

Dynamic performance; Roof model of national gymnasium bi-directional beam string structure; Two-dimensional earthquake; Vibration table test

作者机构:

  • [ 1 ] [Xia, B.]Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Li, Z.]Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Fan, K.]Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
  • [ 4 ] [Yan, W.]Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
  • [ 5 ] [Zhou, X.]Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China

通讯作者信息:

  • [Xia, B.]Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China

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来源 :

World Information on Earthquake Engineering

ISSN: 1007-6069

年份: 2008

期: 4

卷: 24

页码: 47-53

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