scispace - formally typeset
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Dynamic Response of a Rigid Footing Bonded to an Elastic Half Space

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This article is published in Journal of Applied Mechanics.The article was published on 1972-06-01. It has received 186 citations till now. The article focuses on the topics: Integral equation & Half-space.

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Analysis of machine foundation vibrations: State of the art

TL;DR: A review of the state-of-the-art of analyzing the dynamic response of foundations subjected to machine-type loadings can be found in this article, where the authors present simple formulae and dimensionless graphs for both the static and dynamic parts of impedances, pertaining to surface and embedded foundations having circular, strip, rectangular or arbitrary plan shape and supported by three types of idealized soil profiles: the halfspace, the stratum-over-bedrock and the layerover-halfspace.
Journal ArticleDOI

Perfectly matched layers for time-harmonic elastodynamics of unbounded domains : Theory and finite-element implementation

TL;DR: In this article, a displacement-based, symmetric finite-element implementation of the perfectly matched layer (PML) model is presented for time-harmonic plane-strain or three-dimensional motion.
Journal ArticleDOI

Early history of soil–structure interaction

TL;DR: Soil-structure interaction is an interdisciplinary field of endeavor which lies at the intersection of soil and structural mechanics, soil-and structural dynamics, earthquake engineering, geophysics and geomechanics, material science, computational and numerical methods, and diverse other technical disciplines as discussed by the authors.
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Perfectly matched layers for transient elastodynamics of unbounded domains

TL;DR: In this article, the authors presented time-domain, displacement-based governing equations of the perfectly matched layer (PML) model for linear wave equations on an unbounded domain.
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