Impulse Response of Elastic Half-Space in the Wave Number–Time Domain
Author:
Affiliation:
1. Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282004%29130%3A10%281211%29
Reference21 articles.
1. Abramowitz M. and Stegun I.E. ( 1964). Handbook of mathematical functions with formulas graphs and mathematical tables Applied Mathematics Series 55 US Department of Commerce National Bureau of Standards Washington D.C.
2. On the Green’s functions for a layered half-space. Part II;Apsel R. J.;Bull. Seismol. Soc. Am.,1983
3. Discrete wave-number representation of seismic-source wave fields;Bouchon M.;Bull. Seismol. Soc. Am.,1977
4. Cagniard L. ( 1939). “Réflexion et réfraction des ondes séismiques progressives.” Gauthier-Villars Paris.
5. Dynamical Response of an Elastic Half-Space to Tangential Surface Loadings
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