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Author:

Ji, X. (Ji, X..) | Du, X. (Du, X..)

Indexed by:

Scopus PKU CSCD

Abstract:

The series solution of an underground cylindrical lined cavity subjected to incident plane SH waves was used to quantitatively analyze the effect of incident wavelength, incident angle, diameter of the cavity, and liner stiffness on dynamic stress concentration factor. The numerical results show that: (1) the rigidity of liner has great effect on dynamic stress concentration factor, the factor is highest for a cavity with rigid lining, and it takes second place for an unlined cavity, and it is lowest for a cavity with flexible lining; the dynamic hoop and axial stress concentration factor can be 83.49 and 85.31; (2) the frequency and the angles of the incident waves also plays an important role in the dynamic stress concentration factor.

Keyword:

Dynamic stress concentration; Lined cavity; Numerical result; SH wave

Author Community:

  • [ 1 ] [Ji, X.]School of Civil and Architectural Engineering, Dalian University, Dalian 116622, China
  • [ 2 ] [Du, X.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

Reprint Author's Address:

  • [Ji, X.]School of Civil and Architectural Engineering, Dalian University, Dalian 116622, China

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Source :

World Information on Earthquake Engineering

ISSN: 1007-6069

Year: 2013

Issue: 4

Volume: 29

Page: 46-51

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: 1

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