Chapter
Apr 26, 2012
A Fully Coupled Analysis Procedure for Dynamic Soil-Structure Interaction
Publication: Geotechnical Engineering for Transportation Projects
Abstract
In order to capture all significant aspects in complex dynamic soil-structure interaction problems, nonlinear behavior of soil skeleton, pore water, and embedded structure should be modeled in a coupled manner. One such fully coupled procedure is presented in this paper to study the dynamic soil-structure interactions during seismic events. This procedure is implemented into a 2-dimensional finite element computer code, DYSAC2, and predictions made by DYSAC2 are validated using centrifuge test results. Reasonable comparisons are obtained between the DYSAC2 predictions and centrifuge tests results.
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Information & Authors
Information
Published In
Geotechnical Engineering for Transportation Projects
Pages: 411 - 419
Copyright
© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Continuum mechanics
- Coupling
- Dynamic structural analysis
- Dynamics (solid mechanics)
- Engineering mechanics
- Fluid dynamics
- Fluid mechanics
- Fluid-structure interaction
- Geomechanics
- Geotechnical engineering
- Hydrologic engineering
- Soil analysis
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil structures
- Soil-structure interaction
- Solid mechanics
- Structural analysis
- Structural dynamics
- Structural engineering
- Structural members
- Structural systems
- Structures (by type)
- Water and water resources
Authors
Affiliations
Sathiyamoorthy Varatharaj
A.M.ASCE
Staff Engineer, Earth Mechanics, Inc., Fountain Valley, California
Kanthasamy K. Muraleetharan
M.ASCE
Associate Professor, School of Civil Engineering and Environmental Science, The University of Oklahoma, Norman, Oklahoma
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.