The use of direct boundary element method for gaining insight into complex seismic site response


Autoria(s): Álvarez-Rubio, Sonia; Benito, Juan Jose; Sánchez-Sesma, Francisco José; Alarcón Álvarez, Enrique
Data(s)

01/04/2005

Resumo

The boundary element method is specially well suited for the analysis of the seismic response of valleys of complicated topography and stratigraphy. In this paper the method’s capabilities are illustrated using as an example an irregularity stratified (test site) sedimentary basin that has been modelled using 2D discretization and the Direct Boundary Element Method (DBEM). Site models displaying different levels of complexity are used in practice. The multi-layered model’s seismic response shows generally good agreement with observed data amplification levels, fundamental frequencies and the high spatial variability. Still important features such as the location of high frequencies peaks are missing. Even 2D simplified models reveal important characteristics of the wave field that 1D modelling does not show up.

Formato

application/pdf

Identificador

http://oa.upm.es/15043/

Idioma(s)

eng

Publicador

E.T.S.I. Industriales (UPM)

Relação

http://oa.upm.es/15043/1/CORREGIR_Computers_and_Structures_The_use_of_direct.pdf

http://www.sciencedirect.com/science/article/pii/S004579490400433X

info:eu-repo/semantics/altIdentifier/doi/10.1016/j.compstruc.2004.09.014

Direitos

http://creativecommons.org/licenses/by-nc-nd/3.0/es/

info:eu-repo/semantics/openAccess

Fonte

Computers & Structures, ISSN 0045-7949, 2005-04, Vol. 83, No. 10-11

Palavras-Chave #Ingeniería Civil y de la Construcción #Matemáticas
Tipo

info:eu-repo/semantics/article

Artículo

PeerReviewed