3D seismic response of a limited valley via BEM using 2.5D analytical Green's functions for an infinite free-rigid layer
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[1] G. Manolis,et al. Scattering of seismic waves by cracks in multi-layered geological regions: II. Numerical results , 2001 .
[2] Robert A. Phinney,et al. Theoretical calculation of the spectrum of first arrivals in layered elastic mediums , 1965 .
[3] Prasanta K. Banerjee,et al. Time‐domain transient elastodynamic analysis of 3‐D solids by BEM , 1988 .
[4] J. Luco,et al. Three‐dimensional response of a layered cylindrical valley embedded in a layered half‐space , 1995 .
[5] Horace Lamb,et al. On the propagation of tremors over the surface of an elastic solid , 1904, Proceedings of the Royal Society of London.
[6] M. Bouchon. Discrete wave number representation of elastic wave fields in three-space dimensions , 1979 .
[7] E. Rosenblueth,et al. Ground motion at canyons of arbitrary shape under incident sh waves , 1979 .
[8] E. Kausel,et al. Green's Functions for Two-and-a-Half-Dimensional Elastodynamic Problems , 2000 .
[9] J. Lawrence Von Thun,et al. Earthquake engineering and soil dynamics II : recent advances in ground-motion evaluation : proceedings of the specialty conference , 1988 .
[10] Francisco J. Sánchez-Sesma,et al. DIFFRACTION OF P, SV AND RAYLEIGH WAVES BY TOPOGRAPHIC FEATURES: A BOUNDARY INTEGRAL FORMULATION , 1991 .
[11] Arthur Frankel,et al. A three-dimensional simulation of seismic waves in the Santa Clara Valley, California, from a Loma Prieta aftershock , 1992 .
[12] H. L. Wong. Effect of surface topography on the diffraction of P, SV, and Rayleigh waves , 1982 .
[13] Francisco J. Sánchez-Sesma,et al. Three-dimensional scattering by two-dimensional topographies , 1994 .
[14] J. E. Luco,et al. Three-dimensional response of a cylindrical canyon in a layered half-space , 1990 .
[15] Mihailo D. Trifunac,et al. Antiplane response of a dike on flexible embedded foundation to incident SH-waves , 2001 .
[16] G. Manolis,et al. Scattering of seismic waves by cracks in multi-layered geological regions: I. Mechanical model , 2001 .
[17] L. R. West,et al. Observed effects of topography on ground motion , 1973, Bulletin of the Seismological Society of America.
[18] M. Dravinski,et al. Resonance prediction of deep sediment valleys through an eigenvalue method , 1994 .
[19] Demosthenes Polyzos,et al. Modelling of pile wave barriers by effective trenches and their screening effectiveness , 1999 .
[20] Akira Ohtsuki,et al. Effect of topography and subsurface inhomogeneities on seismic SV waves , 1983 .
[21] Wave Scattering by 2D Smooth Topographical Elastic Deformations Caused by a Point Blast Source , 2000 .
[22] Ahmed Ghobarah,et al. Engineering perspective for the seismic site response of alluvial valleys , 1997 .
[23] J. E. Luco,et al. Response of a layered viscoelastic half-space to a moving point load , 1994 .
[24] L. Pérez-Rocha,et al. Diffraction of elastic waves by three-dimensional surface irregularities. Part II , 1989 .
[25] Paulo Santos,et al. 3-D wave propagation in fluid-filled irregular boreholes in elastic formations , 2001 .
[26] P. Bard,et al. The two-dimensional resonance of sediment-filled valleys , 1985 .
[27] Kausel. Forced vibrations of circular foundations on layered media. Research report , 1974 .
[28] Mihailo D. Trifunac,et al. Scattering and diffraction of plane SH-waves by two-dimensional inhomogeneities: Part I* , 1988 .
[29] D. Beskos,et al. Boundary Element Methods in Elastodynamics , 1988 .
[30] Jean-Pierre Bardet,et al. Transverse response of underground cavities and pipes to incident SV waves , 2001 .
[31] A. Ghobarah,et al. A simple engineering model for the seismic site response of alluvial valleys , 1995 .
[32] J. E. Luco,et al. Seismic response of a cylindrical shell embedded in a layered viscoelastic half‐space. I: Formulation , 1994 .
[33] Ian D. Moore,et al. Two dimensional transient fundamental solution due to suddenly applied load in a half-space , 1998 .
[34] M. Trifunac,et al. Scattering and Diffraction of Plane P and SV Waves by Two-Dimensional Inhomogeneities , 1988 .
[35] Eduardo Reinoso,et al. Three-dimensional scattering of seismic waves from topographical structures , 1997 .
[36] Dimitri E. Beskos,et al. 3-D seismic response analysis of long lined tunnels in half-space , 1996 .
[37] Paulo Santos,et al. Closed-form integration of singular terms for constant, linear and quadratic boundary elements. Part 2. SV-P wave propagation , 1999 .
[38] J. E. Luco,et al. Seismic response of a cylindrical shell embedded in a layered viscoelastic half‐space. II: Validation and numerical results , 1994 .
[39] Vincent W. Lee,et al. Application of the weighted residual method to diffraction by 2-D canyons of arbitrary shape: II. Incident P, SV and Rayleigh waves , 1994 .
[40] Arthur Frankel,et al. Three-dimensional simulations of ground motions in the San Bernardino Valley, California, for hypothetical earthquakes on the San Andreas fault , 1993, Bulletin of the Seismological Society of America.
[41] Dimitri E. Beskos,et al. Boundary Element Methods in Dynamic Analysis: Part II (1986-1996) , 1997 .
[42] A. Chopra,et al. Three‐dimensional analysis of spatially varying ground motions around a uniform canyon in a homogeneous half‐space , 1991 .
[43] F. Sánchez-Sesma,et al. Topographic effects for incident P, SV and Rayleigh waves , 1993 .
[44] A. J. B. Tadeua,et al. Closed-form integration of singular terms for constant , linear and quadratic boundary elements . Part 2 . SVP wave propagation , 1999 .
[45] F. S. Lamb,et al. On the Propagation of Tremors over the Surface of an Elastic Solid , 1904 .
[46] A. Chopra,et al. Impedance functions for three‐dimensional foundations supported on an infinitely‐long canyon of uniform cross‐section in a homogeneous half‐space , 1991 .
[47] Mihailo D. Trifunac,et al. Antiplane response of a dike with flexible soil-structure interface to incident SH waves , 2001 .
[48] A. Tadeu,et al. Green's function for two-and-a-half dimensional elastodynamic problems in a half-space , 2001 .
[49] Apostolos S. Papageorgiou,et al. A Discrete Wavenumber Boundary Element Method for study of the 3‐D response 2‐D scatterers , 1998 .
[50] A. H. Shah,et al. Diffraction of plane sh waves in a half‐space , 1982 .
[51] Francisco J. Sánchez-Sesma,et al. Site effects on strong ground motion , 1987 .
[52] Hiroshi Kawase,et al. Time-domain response of a semi-circular canyon for incident SV, P, and Rayleigh waves calculated by the discrete wavenumber boundary element method , 1988 .
[53] Eduardo Kausel,et al. Frequency Domain Analysis of Undamped Systems , 1992 .
[54] António Tadeu,et al. 2.5D Green's Functions for Elastodynamic Problems in Layered Acoustic and Elastic Formations , 2001 .
[55] Francisco J. Sánchez-Sesma,et al. Ground motion on alluvial valleys under incident plane SH waves , 1979, Bulletin of the Seismological Society of America.
[56] Michel Bouchon,et al. A simple, complete numerical solution to the problem of diffraction of SH waves by an irregular surface , 1985 .
[57] Apostolos S. Papageorgiou,et al. Discrete Wave‐Number Boundary‐Element Method for 3‐D Scattering Problems , 1993 .