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Alarcón Álvarez, Enrique, Cano, J.J. and Dominguez Abascal, José (1989). Boundary element approach to the dynamic stiffness functions of circular foundations. "International Journal for Numerical and Analytical Methods in Geomechanics", v. 13 (n. 6); pp. 645-664. ISSN 0363-9061. https://doi.org/10.1002/nag.1610130606.
Title: | Boundary element approach to the dynamic stiffness functions of circular foundations |
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Author/s: |
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Item Type: | Article |
Título de Revista/Publicación: | International Journal for Numerical and Analytical Methods in Geomechanics |
Date: | November 1989 |
ISSN: | 0363-9061 |
Volume: | 13 |
Subjects: | |
Faculty: | E.T.S.I. Industriales (UPM) |
Department: | Mecánica Estructural y Construcciones Industriales [hasta 2014] |
Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
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A boundary element approach for time harmonic axisymmetric problems using the complete space point load fundamental solution is presented. The fundamental solution is integrated numerically along the azimuthal co-ordinate of each axisymmetric element. To increase the accuracy of the numerical integration a simple co-ordinate transformation is proposed. The approach is applied to the computation of the dynamic stiffness functions of rigid circular foundations on layered viscoelastic soils. Three different sites are considered: a uniform half-space, a soil layer on a half-space, and a soil consisting of four horizontal layers and a compliant half-space. The numerical results obtained by the proposed approach for surface circular foundations are very close to corresponding published results obtained by different procedures.
Item ID: | 15764 |
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DC Identifier: | https://oa.upm.es/15764/ |
OAI Identifier: | oai:oa.upm.es:15764 |
DOI: | 10.1002/nag.1610130606 |
Official URL: | http://onlinelibrary.wiley.com/doi/10.1002/nag.161... |
Deposited by: | Biblioteca ETSI Industriales |
Deposited on: | 13 Jun 2013 13:17 |
Last Modified: | 21 Apr 2016 16:03 |