Non-linear soil–structure interaction analysis based on the boundary-element method in time domain with application to embedded foundation
- 1 January 1986
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 14 (1) , 83-101
- https://doi.org/10.1002/eqe.4290140107
Abstract
No abstract availableKeywords
This publication has 6 references indexed in Scilit:
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- Non‐linear soil‐structure‐interaction analysis using dynamic stiffness or flexibility of soil in the time domainEarthquake Engineering & Structural Dynamics, 1985
- Dynamic‐stiffness matrix of soil by the boundary‐element method: Conceptual aspectsEarthquake Engineering & Structural Dynamics, 1984
- Dynamic‐stiffness matrix of soil by the boundary‐element method: Embedded foundationEarthquake Engineering & Structural Dynamics, 1984
- Stiffness matrices for layered soilsBulletin of the Seismological Society of America, 1981
- Finite Dynamic Model for Infinite MediaJournal of the Engineering Mechanics Division, 1969