Energy dissipation devices for structures under blast

Detalhes bibliográficos
Autor(a) principal: Soares, Frederico Cabral da Camara Oliveira
Data de Publicação: 2018
Tipo de documento: Dissertação
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10362/40261
Resumo: Terrorism pose a serious threat nowadays and many countries have the concern of protecting his people and most important buildings. This concern is an opportunity to strengthen the research of the behaviour of buildings under blast in order to reduce the magnitude of the effects of these catastrophic events. The present thesis aims to create a functional system to improve the security of critical buildings, either new or adapting old buildings to receive this new system. This system also tries to be cost efficient, so this can be used in most buildings. This thesis was centred in one system with two variations. The systems had the same lower reinforced concrete slab with 2,60 x 2,00 m and 0,12 m of thickness. The first system consisted in using 32 steel tubes of 76,1 mm outer diameter arranged uniformly and eight concrete panels, each one with 1,00 x 0,65 m and 0,07 m of thickness, on top of these tubes. The second system was the same concrete panels on top of 32 steel tubes with 48,3 mm outer diameter. To test these systems four blast trials were prepared: the first is the reference specimen and the other two using the two mentioned variations of the system. These slabs were tested simply supported in two parallel edges, with a span of 2,30 m. In all tests 6,00 Kg of the explosive Eurodyn 2000 were used at a distance of 1,85 m from the top of the slab to the centre of the explosive. The results show an improvement in the residual deformation and on the opening of the visible cracks of the base reinforced concrete slab.
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spelling Energy dissipation devices for structures under blastConcrete plateEnergy dissipaterSteel tubesBlastBuilding blast protectionDomínio/Área Científica::Engenharia e Tecnologia::Engenharia CivilTerrorism pose a serious threat nowadays and many countries have the concern of protecting his people and most important buildings. This concern is an opportunity to strengthen the research of the behaviour of buildings under blast in order to reduce the magnitude of the effects of these catastrophic events. The present thesis aims to create a functional system to improve the security of critical buildings, either new or adapting old buildings to receive this new system. This system also tries to be cost efficient, so this can be used in most buildings. This thesis was centred in one system with two variations. The systems had the same lower reinforced concrete slab with 2,60 x 2,00 m and 0,12 m of thickness. The first system consisted in using 32 steel tubes of 76,1 mm outer diameter arranged uniformly and eight concrete panels, each one with 1,00 x 0,65 m and 0,07 m of thickness, on top of these tubes. The second system was the same concrete panels on top of 32 steel tubes with 48,3 mm outer diameter. To test these systems four blast trials were prepared: the first is the reference specimen and the other two using the two mentioned variations of the system. These slabs were tested simply supported in two parallel edges, with a span of 2,30 m. In all tests 6,00 Kg of the explosive Eurodyn 2000 were used at a distance of 1,85 m from the top of the slab to the centre of the explosive. The results show an improvement in the residual deformation and on the opening of the visible cracks of the base reinforced concrete slab.Lúcio, VálterGomes, GabrielRUNSoares, Frederico Cabral da Camara Oliveira2018-06-26T15:48:51Z2018-0420182018-04-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisapplication/pdfhttp://hdl.handle.net/10362/40261enginfo: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:RCAAP2024-03-11T04:21:57Zoai:run.unl.pt:10362/40261Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T03:31:13.526231Repositório 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 Energy dissipation devices for structures under blast
title Energy dissipation devices for structures under blast
spellingShingle Energy dissipation devices for structures under blast
Soares, Frederico Cabral da Camara Oliveira
Concrete plate
Energy dissipater
Steel tubes
Blast
Building blast protection
Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil
title_short Energy dissipation devices for structures under blast
title_full Energy dissipation devices for structures under blast
title_fullStr Energy dissipation devices for structures under blast
title_full_unstemmed Energy dissipation devices for structures under blast
title_sort Energy dissipation devices for structures under blast
author Soares, Frederico Cabral da Camara Oliveira
author_facet Soares, Frederico Cabral da Camara Oliveira
author_role author
dc.contributor.none.fl_str_mv Lúcio, Válter
Gomes, Gabriel
RUN
dc.contributor.author.fl_str_mv Soares, Frederico Cabral da Camara Oliveira
dc.subject.por.fl_str_mv Concrete plate
Energy dissipater
Steel tubes
Blast
Building blast protection
Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil
topic Concrete plate
Energy dissipater
Steel tubes
Blast
Building blast protection
Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil
description Terrorism pose a serious threat nowadays and many countries have the concern of protecting his people and most important buildings. This concern is an opportunity to strengthen the research of the behaviour of buildings under blast in order to reduce the magnitude of the effects of these catastrophic events. The present thesis aims to create a functional system to improve the security of critical buildings, either new or adapting old buildings to receive this new system. This system also tries to be cost efficient, so this can be used in most buildings. This thesis was centred in one system with two variations. The systems had the same lower reinforced concrete slab with 2,60 x 2,00 m and 0,12 m of thickness. The first system consisted in using 32 steel tubes of 76,1 mm outer diameter arranged uniformly and eight concrete panels, each one with 1,00 x 0,65 m and 0,07 m of thickness, on top of these tubes. The second system was the same concrete panels on top of 32 steel tubes with 48,3 mm outer diameter. To test these systems four blast trials were prepared: the first is the reference specimen and the other two using the two mentioned variations of the system. These slabs were tested simply supported in two parallel edges, with a span of 2,30 m. In all tests 6,00 Kg of the explosive Eurodyn 2000 were used at a distance of 1,85 m from the top of the slab to the centre of the explosive. The results show an improvement in the residual deformation and on the opening of the visible cracks of the base reinforced concrete slab.
publishDate 2018
dc.date.none.fl_str_mv 2018-06-26T15:48:51Z
2018-04
2018
2018-04-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
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url http://hdl.handle.net/10362/40261
dc.language.iso.fl_str_mv eng
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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
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