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Diffraction of P, S and Rayleigh waves by three‐dimensional topographies
Author(s) -
Luzón F.,
SánchezSesma F. J.,
RodríguezZúñiga J. L.,
Posadas A. M.,
García J. M.,
Martin J.,
Romacho M. D.,
Navarro M.
Publication year - 1997
Publication title -
geophysical journal international
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.302
H-Index - 168
eISSN - 1365-246X
pISSN - 0956-540X
DOI - 10.1111/j.1365-246x.1997.tb04493.x
Subject(s) - diffraction , discretization , boundary (topology) , boundary element method , mathematical analysis , rayleigh wave , mathematics , love wave , half space , realization (probability) , fredholm integral equation , integral equation , physics , geometry , surface wave , optics , finite element method , wave propagation , mechanical wave , longitudinal wave , statistics , thermodynamics
SUMMARY The diffraction of P, S and Rayleigh waves by 3‐D topographies in an elastic half‐space is studied using a simplified indirect boundary element method (IBEM). This technique is based on the integral representation of the diffracted elastic fields in terms of single‐layer boundary sources. It can be seen as a numerical realization of Huygens principle because diffracted waves are constructed at the boundaries from where they are radiated by means of boundary sources. A Fredholm integral equation of the second kind for such sources is obtained from the stress‐free boundary conditions. A simplified discretization scheme for the numerical and analytical integration of the exact Green's functions, which employs circles of various sizes to cover most of the boundary surface, is used. The incidence of elastic waves on 3‐D topographical profiles is studied. We analyse the displacement amplitudes in the frequency, space and time domains. The results show that the vertical walls of a cylindrical cavity are strong diffractors producing emission of energy in all directions. In the case of a mountain and incident P, SV and SH waves the results show a great variability of the surface ground motion. These spatial variations are due to the interference between locally generated diffracted waves. A polarization analysis of the surface displacement at different locations shows that the diffracted waves are mostly surface and creeping waves.

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