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Author:

Wu, F. (Wu, F..) | Wang, W. (Wang, W..) (Scholars:王伟) | Ma, D. (Ma, D..)

Indexed by:

Scopus

Abstract:

The earthquakes caused the collapse of the buildings along the street and debris accumulation causing traffic jams and seriously affecting the disaster relief work. In order to study the collapse debris accumulation of building structures under the earthquake action and the influence distance of debris accumulation, a simulation model is established based on the explicit dynamic analysis software ANSYS/LSDYNA. Three story masonry structure as an example, simulated the continuous collapse mode of masonry structure under earthquake. We divided impact distance of building structure collapse under earthquake into safety distance during earthquake and main impact distance of debris accumulation after earthquake and made a statistical research in two parts respectively in terms of the flying rocks phenomenon in the building collapse process. The results showed that numerical simulation method can accurately simulate the continuous seismic collapse failure model of the building structures to provide a new research idea to study the seismic collapse impact distance of building structures.

Keyword:

Building structures; Continuous collapse; Debris accumulation; Influence distance; Simulation

Author Community:

  • [ 1 ] [Wu, F.]Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Wang, W.]Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Wang, W.]College of Architecture and Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Ma, D.]Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Ma, D.]College of Architecture and Engineering, Beijing University of Technology, Beijing, 100124, China

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Source :

Disaster Advances

ISSN: 0974-262X

Year: 2018

Issue: 2

Volume: 11

Page: 11-18

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: 0

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