3D seismic response of a limited valley via BEM using 2.5D analytical Green's functions for an infinite free-rigid layer

Detalhes bibliográficos
Autor(a) principal: António, Julieta
Data de Publicação: 2002
Outros Autores: Tadeu, António
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10316/4488
https://doi.org/10.1016/S0267-7261(02)00057-X
Resumo: This paper presents analytical solutions for computing the 3D displacements in a flat solid elastic stratum bounded by a rigid base, when it is subjected to spatially sinusoidal harmonic line loads. These functions are also used as Greens functions in a boundary element method code that simulates the seismic wave propagation in a confined or semi-confined 2D valley, avoiding the discretization of the free and rigid horizontal boundaries.
id RCAP_7b348d51971ccee815ea9f90d99e427e
oai_identifier_str oai:estudogeral.uc.pt:10316/4488
network_acronym_str RCAP
network_name_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository_id_str 7160
spelling 3D seismic response of a limited valley via BEM using 2.5D analytical Green's functions for an infinite free-rigid layer2.5D analytical Green's functionsWave propagationValley formationThis paper presents analytical solutions for computing the 3D displacements in a flat solid elastic stratum bounded by a rigid base, when it is subjected to spatially sinusoidal harmonic line loads. These functions are also used as Greens functions in a boundary element method code that simulates the seismic wave propagation in a confined or semi-confined 2D valley, avoiding the discretization of the free and rigid horizontal boundaries.http://www.sciencedirect.com/science/article/B6V4Y-47609FW-1/1/91431ac76dd79dd18d4629d2efeb569e2002info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleaplication/PDFhttp://hdl.handle.net/10316/4488http://hdl.handle.net/10316/4488https://doi.org/10.1016/S0267-7261(02)00057-XengSoil Dynamics and Earthquake Engineering. 22:8 (2002) 659-673António, JulietaTadeu, Antónioinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2020-11-06T16:59:47Zoai:estudogeral.uc.pt:10316/4488Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:59:37.976632Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv 3D seismic response of a limited valley via BEM using 2.5D analytical Green's functions for an infinite free-rigid layer
title 3D seismic response of a limited valley via BEM using 2.5D analytical Green's functions for an infinite free-rigid layer
spellingShingle 3D seismic response of a limited valley via BEM using 2.5D analytical Green's functions for an infinite free-rigid layer
António, Julieta
2.5D analytical Green's functions
Wave propagation
Valley formation
title_short 3D seismic response of a limited valley via BEM using 2.5D analytical Green's functions for an infinite free-rigid layer
title_full 3D seismic response of a limited valley via BEM using 2.5D analytical Green's functions for an infinite free-rigid layer
title_fullStr 3D seismic response of a limited valley via BEM using 2.5D analytical Green's functions for an infinite free-rigid layer
title_full_unstemmed 3D seismic response of a limited valley via BEM using 2.5D analytical Green's functions for an infinite free-rigid layer
title_sort 3D seismic response of a limited valley via BEM using 2.5D analytical Green's functions for an infinite free-rigid layer
author António, Julieta
author_facet António, Julieta
Tadeu, António
author_role author
author2 Tadeu, António
author2_role author
dc.contributor.author.fl_str_mv António, Julieta
Tadeu, António
dc.subject.por.fl_str_mv 2.5D analytical Green's functions
Wave propagation
Valley formation
topic 2.5D analytical Green's functions
Wave propagation
Valley formation
description This paper presents analytical solutions for computing the 3D displacements in a flat solid elastic stratum bounded by a rigid base, when it is subjected to spatially sinusoidal harmonic line loads. These functions are also used as Greens functions in a boundary element method code that simulates the seismic wave propagation in a confined or semi-confined 2D valley, avoiding the discretization of the free and rigid horizontal boundaries.
publishDate 2002
dc.date.none.fl_str_mv 2002
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/10316/4488
http://hdl.handle.net/10316/4488
https://doi.org/10.1016/S0267-7261(02)00057-X
url http://hdl.handle.net/10316/4488
https://doi.org/10.1016/S0267-7261(02)00057-X
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Soil Dynamics and Earthquake Engineering. 22:8 (2002) 659-673
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv aplication/PDF
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
repository.mail.fl_str_mv
_version_ 1799133887818891264

Registros relacionados