Coupled gravity dam–foundation analysis using a simplified direct method of soil–structure interaction
Authors:
- A. BurmanABA. Burman
- Parsuram NayakPNParsuram Nayak
- P. AgrawalPAP. Agrawal
- Damodar MaityDMDamodar Maity
- 1 March 2012
- journal article
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 34 (1) , 62-68
Abstract
No abstract availableKeywords
This publication has 15 references indexed in Scilit:
- A parametric study on fluid–structure interaction problemsJournal of Sound and Vibration, 2003
- Coupled BEM–FEM solutions for direct time domain soil–structure interaction analysisEngineering Analysis with Boundary Elements, 2002
- Dynamic soil–structure interaction analysis via coupled finite-element–boundary-element methodSoil Dynamics and Earthquake Engineering, 1999
- New techniques for modelling reservoir-dam and foundation-dam interactionSoil Dynamics and Earthquake Engineering, 1997
- Dynamic response of concrete gravity dams including dam–water–foundation interactionInternational Journal for Numerical and Analytical Methods in Geomechanics, 1992
- Coupling of boundary and finite elements for soil-structure interaction problemsEarthquake Engineering & Structural Dynamics, 1989
- Earthquake input mechanisms for time-domain analysis of dam—foundation systemsEngineering Structures, 1989
- Earthquake analysis of concrete gravity dams including dam‐water‐foundation rock interactionEarthquake Engineering & Structural Dynamics, 1981
- Staggered transient analysis procedures for coupled mechanical systems: FormulationComputer Methods in Applied Mechanics and Engineering, 1980
- The coupling of the finite element method and boundary solution proceduresInternational Journal for Numerical Methods in Engineering, 1977