Comparison of dynamic stiffnesses of rigid square and rectangular foundations by DBEM and IBEM
- 1 November 1988
- journal article
- research article
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 12 (6), 657-678
- https://doi.org/10.1002/nag.1610120607
Abstract
No abstract availableKeywords
This publication has 10 references indexed in Scilit:
- Dynamic analysis of 3-D structures by a transformed boundary element methodComputational Mechanics, 1987
- Transient elastodynamic analysis of three‐dimensional problems by boundary element methodEarthquake Engineering & Structural Dynamics, 1986
- Dynamic analysis of piles and pile groups embedded in homogeneous soilsEarthquake Engineering & Structural Dynamics, 1985
- Dynamic response of 3‐D rigid surface foundations by time domain boundary element methodEarthquake Engineering & Structural Dynamics, 1984
- Boundary Elements applied to Soil-Foundation InteractionPublished by Springer Nature ,1981
- Dynamic response of rigid foundations of arbitrary shapeEarthquake Engineering & Structural Dynamics, 1976
- Effective numerical treatment of boundary integral equations: A formulation for three‐dimensional elastostaticsInternational Journal for Numerical Methods in Engineering, 1976
- Dynamic Stiffness of Circular FoundationsJournal of the Engineering Mechanics Division, 1975
- Response of Embedded Footings to Vertical VibrationsJournal of the Soil Mechanics and Foundations Division, 1973
- A direct formulation and numerical solution of the general transient elastodynamic problem. IJournal of Mathematical Analysis and Applications, 1968