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Analysis of machine foundation vibrations: state of the art
The paper reviews the state-of-the-art of analysing the dynamic response of foundations
subjected to machine-type loadings. Following a brief outline of the historical developments …
subjected to machine-type loadings. Following a brief outline of the historical developments …
Boundary element methods in dynamic analysis
DE Beskos - 1987 - asmedigitalcollection.asme.org
A review of boundary element methods for the numerical solution of dynamic problems of
linear elasticity is presented. The integral formulation and the corresponding numerical …
linear elasticity is presented. The integral formulation and the corresponding numerical …
Early history of soil–structure interaction
Soil–structure interaction is an interdisciplinary field of endeavor which lies at the
intersection of soil and structural mechanics, soil and structural dynamics, earthquake …
intersection of soil and structural mechanics, soil and structural dynamics, earthquake …
Approximate formulas for dynamic stiffnesses of rigid foundations
Approximate formulas are proposed to describe the variation with frequency of the dynamic
stiffnesses of rigid embedded foundations. These formulas are obtained by fitting …
stiffnesses of rigid embedded foundations. These formulas are obtained by fitting …
[كتاب][B] Wave propagation in viscoelastic and poroelastic continua: a boundary element approach
M Schanz - 2012 - books.google.com
Wave propagation is an important topic in engineering sciences, especially, in the field of
solid mechanics. A description of wave propagation phenomena is given by Graff [98]: The …
solid mechanics. A description of wave propagation phenomena is given by Graff [98]: The …
Dynamic response of arbitrarily shaped foundations
The paper presents a method to compute the effective dynamic stiffnesses (K¯) and
dashpots (C) of arbitrarily shaped, rigid surface machine foundations placed on reasonably …
dashpots (C) of arbitrarily shaped, rigid surface machine foundations placed on reasonably …
Winkler model for lateral response of rigid caisson foundations in linear soil
A generalized spring multi-Winkler model is developed for the static and dynamic response
of rigid caisson foundations of circular, square, or rectangular plan, embedded in a …
of rigid caisson foundations of circular, square, or rectangular plan, embedded in a …
Impedance functions for foundations embedded in a layered medium: an integral equation approach
An integral equation technique to calculate the dynamic response of foundations embedded
in a layered viscoelastic half‐space when subjected to external forces and moments is …
in a layered viscoelastic half‐space when subjected to external forces and moments is …
Dynamic response of 3‐D rigid surface foundations by time domain boundary element method
The dynamic response of three‐dimensional rigid surface foundations of arbitrary shape is
numerically obtained. The foundations are placed on a linear elastic, isotropic and …
numerically obtained. The foundations are placed on a linear elastic, isotropic and …
A boundary integral equation method for radiation and scattering of elastic waves in three dimensions
FJ Rizzo, DJ Shippy, M Rezayat - International journal for …, 1985 - Wiley Online Library
A vector boundary integral equation (BIE) formulation and numerical solution procedure is
presented for problems of three‐dimensional elastic wave radiation and scattering from …
presented for problems of three‐dimensional elastic wave radiation and scattering from …