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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.
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World Information on Earthquake Engineering
ISSN: 1007-6069
Year: 2013
Issue: 4
Volume: 29
Page: 46-51
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ESI Highly Cited Papers on the List: 0 Unfold All
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30 Days PV: 1