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Author:

Ma, J. (Ma, J..) | Su, J. (Su, J..) | Dou, Y. (Dou, Y..) | Guo, X. (Guo, X..)

Indexed by:

Scopus PKU CSCD

Abstract:

Equivalent earthquake influence coefficients under the different earthquake combinations are got by the method recommended in reference [2]. When they are applied in the traditional earthquake damage prediction method of reinforced concrete frame structure, we can get the structural damage values of two earthquakes. Moreover, the damage values of group buildings of same type are got. As an example, the result of earthquake damage prediction for the planning area in Quanzhou City of Fujian Province is given, and the validity of this method is approved.

Keyword:

Cumulate damage; Earthquake damage prediction; Group buildings; Reinforced concrete frame structure

Author Community:

  • [ 1 ] [Ma, J.]College of Civil Engineering, Tongji University, Shanghai 200092, China
  • [ 2 ] [Su, J.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Dou, Y.]College of Civil Engineering, Hebei University of Technology, Tianjin 300132, China
  • [ 4 ] [Guo, X.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

Reprint Author's Address:

  • [Ma, J.]College of Civil Engineering, Tongji University, Shanghai 200092, China

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Source :

Journal of Earthquake Engineering and Engineering Vibration

ISSN: 1000-1301

Year: 2005

Issue: 5

Volume: 25

Page: 91-94

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: 6

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