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Seismic response of a cylindrical shell embedded in a layered viscoelastic half‐space. II: Validation and numerical results
Author(s) -
de Barros F. C. P.,
Luco J. E.
Publication year - 1994
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.4290230508
Subject(s) - shell (structure) , viscoelasticity , harmonic , half space , plane (geometry) , oblique case , space (punctuation) , geometry , structural engineering , plane wave , physics , mechanics , optics , acoustics , engineering , materials science , mathematics , computer science , composite material , linguistics , philosophy , thermodynamics , operating system
A procedure to calculate the three‐dimensional harmonic response of a infinitely long cylindrical shell of circular cross‐section embedded in a layered viscoelastic half‐space and subjected to harmonic plane waves impinging at an oblique angle with respect to the axis of the shell is validated by extensive comparisons with previous two‐ and three‐dimensional results for the particular case of a shell embedded in a uniform half‐space. New numerical results describing the motion and stresses within a shell embedded in a multilayered half‐space and subjected to obliquely incident P‐, SV‐ and SH‐waves with different horizontal angles of incidence are presented and discussed.