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作者:

Yu, S. (Yu, S..) | Su, Y. (Su, Y..) | Ma, D. (Ma, D..) | Su, J. (Su, J..)

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摘要:

In recent years, the methodology of progressive collapse prevention for building was widely concerned in Europe and United States engineering community. Several buildings design codes and guidelines which include progressive collapse provisions were issued. In China there is not design code including the same content. In this paper, a risk-based design approach to resist progressive collapse is introduced. Depending upon building type and occupancy, buildings are assigned to four classes. By means of arranging ties in structure and alternate path analysis method, the capacity of structure to resist progressive collapse is enhanced.

关键词:

Alternate path analysis; Progressive collapse; Reinforced concrete; Ties link system

作者机构:

  • [ 1 ] [Yu, S.]School of Management, Tianjin University, Tianjin 300072, China
  • [ 2 ] [Su, Y.]School of Architectural and Civil Engineering, Hebei Polytechnic University, Tangshan 063009, China
  • [ 3 ] [Ma, D.]Institute of Earthquake Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 4 ] [Su, J.]Institute of Earthquake Engineering, Beijing University of Technology, Beijing 100022, China

通讯作者信息:

  • [Yu, S.]School of Management, Tianjin University, Tianjin 300072, China

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来源 :

Journal of Earthquake Engineering and Engineering Vibration

ISSN: 1000-1301

年份: 2005

期: 5

卷: 25

页码: 67-72

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