| Diffraction of P, SV, and Rayleigh waves by topographic features: A boundary integral formulation FJ Sánchez-Sesma, M Campillo Bulletin of the Seismological Society of America 81 (6), 2234-2253, 1991 | 473 | 1991 |
| A theory for microtremor H/V spectral ratio: application for a layered medium FJ Sánchez-Sesma, M Rodríguez, U Iturrarán-Viveros, F Luzón, ... Geophysical Journal International 186 (1), 221-225, 2011 | 436 | 2011 |
| The spectral element method for elastic wave equations—application to 2‐D and 3‐D seismic problems D Komatitsch, JP Vilotte, R Vai, JM Castillo‐Covarrubias, ... International Journal for numerical methods in engineering 45 (9), 1139-1164, 1999 | 347 | 1999 |
| Retrieval of the Green’s function from cross correlation: the canonical elastic problem FJ Sánchez-Sesma, M Campillo Bulletin of the Seismological Society of America 96 (3), 1182-1191, 2006 | 343 | 2006 |
| Cross-correlation of random fields: mathematical approach and applications P Gouedard, L Stehly, F Brenguier, M Campillo, YC De Verdière, ... | 311 | 2008 |
| Diffraction of elastic waves by three-dimensional surface irregularities FJ Sanchez-Sesma Bulletin of the seismological society of America 73 (6A), 1621-1636, 1983 | 290 | 1983 |
| Destructive strong ground motion in Mexico City: Source, path, and site effects during great 1985 Michoacán earthquake M Campillo, JC Gariel, K Aki, FJ Sanchez-Sesma Bulletin of the Seismological Society of America 79 (6), 1718-1735, 1989 | 279 | 1989 |
| The optimal use of horizontal-to-vertical spectral ratios of earthquake motions for velocity inversions based on diffuse-field theory for plane waves H Kawase, FJ Sánchez-Sesma, S Matsushima Bulletin of the Seismological Society of America 101 (5), 2001-2014, 2011 | 263 | 2011 |
| Seismic response of three-dimensional alluvial valleys for incident P, S, and Rayleigh waves FJ Sanchez-Sesma, F Luzon Bulletin of the Seismological Society of America 85 (1), 269-284, 1995 | 257 | 1995 |
| The Mexico earthquake of September 19, 1985—A theoretical investigation of large-and small-scale amplification effects in the Mexico City Valley PY Bard, M Campillo, FJ Chavez-Garcia, F Sanchez-Sesma Earthquake spectra 4 (3), 609-633, 1988 | 235 | 1988 |
| Site effects on strong ground motion FJ Sanchez-Sesma Soil Dynamics and Earthquake Engineering 6 (2), 124-132, 1987 | 229 | 1987 |
| A computer code for forward calculation and inversion of the H/V spectral ratio under the diffuse field assumption A García-Jerez, J Piña-Flores, FJ Sánchez-Sesma, F Luzón, M Perton Computers & geosciences 97, 67-78, 2016 | 222 | 2016 |
| Ground motion at canyons of arbitrary shape under incident SH waves FJ Sanchez-Sesma, E Rosenblueth Earthquake Engineering & Structural Dynamics 7 (5), 441-450, 1979 | 213 | 1979 |
| A boundary method for elastic wave diffraction: Application to scattering of SH waves by surface irregularities FJ Sánchez-Sesma, I Herrera, J Avilés Bulletin of the seismological Society of America 72 (2), 473-490, 1982 | 207 | 1982 |
| Piles as barriers for elastic waves J Avilés, FJ Sánchez-Sesma Journal of Geotechnical Engineering 109 (9), 1133-1146, 1983 | 179 | 1983 |
| Effect of underground cavities on surface earthquake ground motion under SH wave propagation C Smerzini, J Aviles, R Paolucci, FJ Sánchez‐Sesma Earthquake Engineering & Structural Dynamics 38 (12), 1441-1460, 2009 | 177 | 2009 |
| Three-dimensional scattering by two-dimensional topographies HA Pedersen, FJ Sanchez-Sesma, M Campillo Bulletin of the Seismological Society of America 84 (4), 1169-1183, 1994 | 177 | 1994 |
| Ground motion on alluvial valleys under incident plane SH waves FJ Sánchez-Sesma, JA Esquivel Bulletin of the Seismological Society of America 69 (4), 1107-1120, 1979 | 176 | 1979 |
| Topographic effects for incident P, SV and Rayleigh waves FJ Sánchez-Sesma, M Campillo Tectonophysics 218 (1-3), 113-125, 1993 | 175 | 1993 |
| An indirect boundary element method applied to simulate the seismic response of alluvial valleys for incident P, S and Rayleigh waves FJ Sánchez‐Sesma, J Ramos‐Martínez, M Campillo Earthquake engineering & structural dynamics 22 (4), 279-295, 1993 | 173 | 1993 |
Michel CampilloISTERRE, Université Grenoble-Alpes, Grenoble, FranceAdresse e-mail validée de univ-grenoble-alpes.fr
