The direct boundary element method: 2D site effects assessment on laterally varying layered media (methodology)
Data(s) |
01/02/2004
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Resumo |
The Direct Boundary Element Method (DBEM) is presented to solve the elastodynamic field equations in 2D, and a complete comprehensive implementation is given. The DBEM is a useful approach to obtain reliable numerical estimates of site effects on seismic ground motion due to irregular geological configurations, both of layering and topography. The method is based on the discretization of the classical Somigliana's elastodynamic representation equation which stems from the reciprocity theorem. This equation is given in terms of the Green's function which is the full-space harmonic steady-state fundamental solution. The formulation permits the treatment of viscoelastic media, therefore site models with intrinsic attenuation can be examined. By means of this approach, the calculation of 2D scattering of seismic waves, due to the incidence of P and SV waves on irregular topographical profiles is performed. Sites such as, canyons, mountains and valleys in irregular multilayered media are computed to test the technique. The obtained transfer functions show excellent agreement with already published results. |
Formato |
application/pdf |
Identificador | |
Idioma(s) |
eng |
Publicador |
E.U.I.T. Industrial (UPM) |
Relação |
http://oa.upm.es/15390/1/SOIL_DYNAMICS_the_direct_boundary1.pdf http://www.sciencedirect.com/science/article/pii/S0267726103001039 info:eu-repo/semantics/altIdentifier/doi/10.1016/j.soildyn.2003.09.003 |
Direitos |
http://creativecommons.org/licenses/by-nc-nd/3.0/es/ info:eu-repo/semantics/openAccess |
Fonte |
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 2004-02, Vol. 24, No. 2 |
Palavras-Chave | #Ingeniería Civil y de la Construcción #Matemáticas |
Tipo |
info:eu-repo/semantics/article Artículo PeerReviewed |