Seismic site effects in a deep alluvial basin: numerical analysis by the boundary element method
- 1 October 2002
- journal article
- Published by Elsevier in Computers and Geotechnics
- Vol. 29 (7) , 573-585
- https://doi.org/10.1016/s0266-352x(02)00017-4
Abstract
No abstract availableKeywords
All Related Versions
This publication has 12 references indexed in Scilit:
- EFFICIENCY OF HIGHER ORDER FINITE ELEMENTS FOR THE ANALYSIS OF SEISMIC WAVE PROPAGATIONJournal of Sound and Vibration, 2000
- Site effects at Euroseistest—II. Results from 2D numerical modeling and comparison with observationsSoil Dynamics and Earthquake Engineering, 2000
- WAVE PROPAGATION THROUGH SOILS IN CENTRIFUGE TESTINGJournal of Earthquake Engineering, 1998
- RHEOLOGICAL INTERPRETATION OF RAYLEIGH DAMPINGJournal of Sound and Vibration, 1997
- Boundary Element Methods in Dynamic Analysis: Part II (1986-1996)Applied Mechanics Reviews, 1997
- Spectral‐domain decomposition methods for the solution of acoustic and elastic wave equationsGeophysics, 1996
- Azimuth dependent wave amplification in alluvial valleysSoil Dynamics and Earthquake Engineering, 1995
- Elasto-plastic finite element analyses of a soil-structure system under earthquake excitationsComputers and Geotechnics, 1995
- Horizontal to vertical spectral ratio and geological conditions: an analysis of strong motion data from Greece and Taiwan (SMART-1)Soil Dynamics and Earthquake Engineering, 1995
- A plane strain soil‐structure interaction modelEarthquake Engineering & Structural Dynamics, 1988