Seismic Pressures in Offshore Areas: Numerical Results

Detalhes bibliográficos
Autor(a) principal: Flores-Guzmán,Norberto
Data de Publicação: 2016
Outros Autores: Olivera-Villaseñor,Enrique, Kryvko,Andriy, Rodríguez-Castellanos,Alejandro, Sánchez-Sesma,Francisco
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Latin American journal of solids and structures (Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252016001603062
Resumo: Abstract The purpose of this study is to obtain numerical estimations of seismic pressures in offshore areas considering the effect of seabed configurations and soil materials. To this end, the Boundary Element Method is used to irradiate waves, so that force densities can be obtained for each boundary element. From this hypothesis, Huygens´ Principle is implemented since the diffracted waves are constructed at the boundary from which they are radiated. Application of boundary conditions allows us to determine a system of integral equations of Fredholm type of second kind and zero order. Various models were analyzed, the first one is used to validate the proposed formulation. Other models of ideal seabed configurations are developed to estimate the seismic pressure profiles at several locations. The influence of P- and SV-wave incidence was also highlighted. In general terms, it was found that soil materials with high wave propagation velocities generate low pressure fields. The difference between the maximum pressure values obtained for a soil material with shear wave velocity of β = 3000 m/s is approximately 9 times lower than those obtained for a material with β = 90 m/s, for the P-wave incidence, and 2.5 times for the case of SV-waves. These results are relevant because the seabed material has direct implications on the field pressure obtained. A relevant finding is that the highest seismic wave pressure due to an offshore earthquake is almost always located at the seafloor.
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spelling Seismic Pressures in Offshore Areas: Numerical ResultsOffshore structuresseismic pressuresoil industryearthquakeelastic wavesBoundary Element MethodAbstract The purpose of this study is to obtain numerical estimations of seismic pressures in offshore areas considering the effect of seabed configurations and soil materials. To this end, the Boundary Element Method is used to irradiate waves, so that force densities can be obtained for each boundary element. From this hypothesis, Huygens´ Principle is implemented since the diffracted waves are constructed at the boundary from which they are radiated. Application of boundary conditions allows us to determine a system of integral equations of Fredholm type of second kind and zero order. Various models were analyzed, the first one is used to validate the proposed formulation. Other models of ideal seabed configurations are developed to estimate the seismic pressure profiles at several locations. The influence of P- and SV-wave incidence was also highlighted. In general terms, it was found that soil materials with high wave propagation velocities generate low pressure fields. The difference between the maximum pressure values obtained for a soil material with shear wave velocity of β = 3000 m/s is approximately 9 times lower than those obtained for a material with β = 90 m/s, for the P-wave incidence, and 2.5 times for the case of SV-waves. These results are relevant because the seabed material has direct implications on the field pressure obtained. A relevant finding is that the highest seismic wave pressure due to an offshore earthquake is almost always located at the seafloor.Associação Brasileira de Ciências Mecânicas2016-12-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252016001603062Latin American Journal of Solids and Structures v.13 n.16 2016reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/1679-78252376info:eu-repo/semantics/openAccessFlores-Guzmán,NorbertoOlivera-Villaseñor,EnriqueKryvko,AndriyRodríguez-Castellanos,AlejandroSánchez-Sesma,Franciscoeng2017-01-09T00:00:00Zoai:scielo:S1679-78252016001603062Revistahttp://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=pt&nrm=isohttps://old.scielo.br/oai/scielo-oai.phpabcm@abcm.org.br||maralves@usp.br1679-78251679-7817opendoar:2017-01-09T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false
dc.title.none.fl_str_mv Seismic Pressures in Offshore Areas: Numerical Results
title Seismic Pressures in Offshore Areas: Numerical Results
spellingShingle Seismic Pressures in Offshore Areas: Numerical Results
Flores-Guzmán,Norberto
Offshore structures
seismic pressures
oil industry
earthquake
elastic waves
Boundary Element Method
title_short Seismic Pressures in Offshore Areas: Numerical Results
title_full Seismic Pressures in Offshore Areas: Numerical Results
title_fullStr Seismic Pressures in Offshore Areas: Numerical Results
title_full_unstemmed Seismic Pressures in Offshore Areas: Numerical Results
title_sort Seismic Pressures in Offshore Areas: Numerical Results
author Flores-Guzmán,Norberto
author_facet Flores-Guzmán,Norberto
Olivera-Villaseñor,Enrique
Kryvko,Andriy
Rodríguez-Castellanos,Alejandro
Sánchez-Sesma,Francisco
author_role author
author2 Olivera-Villaseñor,Enrique
Kryvko,Andriy
Rodríguez-Castellanos,Alejandro
Sánchez-Sesma,Francisco
author2_role author
author
author
author
dc.contributor.author.fl_str_mv Flores-Guzmán,Norberto
Olivera-Villaseñor,Enrique
Kryvko,Andriy
Rodríguez-Castellanos,Alejandro
Sánchez-Sesma,Francisco
dc.subject.por.fl_str_mv Offshore structures
seismic pressures
oil industry
earthquake
elastic waves
Boundary Element Method
topic Offshore structures
seismic pressures
oil industry
earthquake
elastic waves
Boundary Element Method
description Abstract The purpose of this study is to obtain numerical estimations of seismic pressures in offshore areas considering the effect of seabed configurations and soil materials. To this end, the Boundary Element Method is used to irradiate waves, so that force densities can be obtained for each boundary element. From this hypothesis, Huygens´ Principle is implemented since the diffracted waves are constructed at the boundary from which they are radiated. Application of boundary conditions allows us to determine a system of integral equations of Fredholm type of second kind and zero order. Various models were analyzed, the first one is used to validate the proposed formulation. Other models of ideal seabed configurations are developed to estimate the seismic pressure profiles at several locations. The influence of P- and SV-wave incidence was also highlighted. In general terms, it was found that soil materials with high wave propagation velocities generate low pressure fields. The difference between the maximum pressure values obtained for a soil material with shear wave velocity of β = 3000 m/s is approximately 9 times lower than those obtained for a material with β = 90 m/s, for the P-wave incidence, and 2.5 times for the case of SV-waves. These results are relevant because the seabed material has direct implications on the field pressure obtained. A relevant finding is that the highest seismic wave pressure due to an offshore earthquake is almost always located at the seafloor.
publishDate 2016
dc.date.none.fl_str_mv 2016-12-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252016001603062
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252016001603062
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/1679-78252376
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv Associação Brasileira de Ciências Mecânicas
publisher.none.fl_str_mv Associação Brasileira de Ciências Mecânicas
dc.source.none.fl_str_mv Latin American Journal of Solids and Structures v.13 n.16 2016
reponame:Latin American journal of solids and structures (Online)
instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
instname_str Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron_str ABCM
institution ABCM
reponame_str Latin American journal of solids and structures (Online)
collection Latin American journal of solids and structures (Online)
repository.name.fl_str_mv Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
repository.mail.fl_str_mv abcm@abcm.org.br||maralves@usp.br
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