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作者:

Zhao, Y. (Zhao, Y..) (学者:赵艳) | Guo, M. (Guo, M..) (学者:郭猛) | Wu, H. (Wu, H..) | Zhang, J. (Zhang, J..)

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摘要:

The authors pointed out that the seismic design in many countries is based on the response spectra theory and compared our country's code for seismic design (GB50011 - 2001) with ISO 3010:2001 (E) and American's code respectively on the factors of earthquake effect. They found that our country's code was defective in some way, and needed to be amended incessantly. The authors put forward that it is maybe a better way to substitute the earthquake intensity by the parameters of earthquake ground motion in seismic design.

关键词:

Earthquake effect factor; Parameter of earthquake ground motion; Response spectra; Seismic design

作者机构:

  • [ 1 ] [Zhao, Y.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Zhao, Y.]Department of Architecture, Jiamusi University, Jiamusi 154007, China
  • [ 3 ] [Guo, M.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 4 ] [Wu, H.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 5 ] [Zhang, J.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

通讯作者信息:

  • 赵艳

    [Zhao, Y.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

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来源 :

Journal of Earthquake Engineering and Engineering Vibration

ISSN: 1000-1301

年份: 2006

期: 3

卷: 26

页码: 47-50

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