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Author:

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

Indexed by:

Scopus PKU CSCD

Abstract:

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.

Keyword:

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

Author Community:

  • [ 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

Reprint Author's Address:

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

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Source :

Journal of Earthquake Engineering and Engineering Vibration

ISSN: 1000-1301

Year: 2005

Issue: 5

Volume: 25

Page: 67-72

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: 10

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