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Response of a circular cylindrical shell to disturbances in a half‐space—numerical results
Author(s) -
ElAkily Nabil,
Datta S. K.
Publication year - 1981
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/eqe.4290090506
Subject(s) - shell (structure) , half space , displacement (psychology) , plane (geometry) , mechanics , spherical shell , physics , computer simulation , space (punctuation) , disturbance (geology) , structural engineering , geometry , geology , engineering , materials science , mathematics , computer science , composite material , psychology , psychotherapist , operating system , paleontology
Abstract In this paper we present numerical results representing the response of an elastic cylindrical shell to disturbances in an elastic half‐space. These numerical results show the radial displacement at the middle surface of the shell and the hoop stress in the shell. The incident disturbance is in the form of a plane dilatational wave or a Rayleigh wave.