Experimental tests on seismic retrofit of RC bridge piers
Autor(a) principal: | |
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Data de Publicação: | 2006 |
Outros Autores: | , , , , , , |
Tipo de documento: | Livro |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | https://repositorio-aberto.up.pt/handle/10216/67513 |
Resumo: | The main purpose of this paper is to present an experimental campaign of different strategies for theseismic retrofit of reinforced concrete bridge piers and evaluating benefits concerning their structuralbehaviour under the cyclic loading.The setup of the RC pier experimental tests was specially designed to carry out bending with axial load,using a horizontal and a vertical actuator (with a slide device to allow top displacements of the pier). Asquare hollow section RC pier (450 mm x 450 mm, and 75 mm thick), similar to another one tested at thelaboratory of Pavia University in Italy, and a rectangular hollow section RC pier of 450 mm x 900 mm(with the same thickness) were tested at LESE - Laboratory of Earthquake and Structural Engineering atFaculty of Engineering of University of Porto.Besides numerical simulations of RC piers, which are not presented herein, the aim is to contribute fordeveloping and calibrating a procedure that enables the evaluation of the efficiency of the differentretrofit solutions, their possibilities and fields of application. |
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Experimental tests on seismic retrofit of RC bridge piersEngenharia estrutural, Engenharia civilStructural engineering, Civil engineeringThe main purpose of this paper is to present an experimental campaign of different strategies for theseismic retrofit of reinforced concrete bridge piers and evaluating benefits concerning their structuralbehaviour under the cyclic loading.The setup of the RC pier experimental tests was specially designed to carry out bending with axial load,using a horizontal and a vertical actuator (with a slide device to allow top displacements of the pier). Asquare hollow section RC pier (450 mm x 450 mm, and 75 mm thick), similar to another one tested at thelaboratory of Pavia University in Italy, and a rectangular hollow section RC pier of 450 mm x 900 mm(with the same thickness) were tested at LESE - Laboratory of Earthquake and Structural Engineering atFaculty of Engineering of University of Porto.Besides numerical simulations of RC piers, which are not presented herein, the aim is to contribute fordeveloping and calibrating a procedure that enables the evaluation of the efficiency of the differentretrofit solutions, their possibilities and fields of application.20062006-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bookapplication/pdfhttps://repositorio-aberto.up.pt/handle/10216/67513engPedro DelgadoPatricio RochaMiguel SantosVictorino RodriguesAntónio ArêdeNelson Vila PoucaAníbal CostaRaimundo Delgadoinfo: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:RCAAP2023-11-29T12:38:24Zoai:repositorio-aberto.up.pt:10216/67513Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T23:23:57.497139Repositório 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 |
Experimental tests on seismic retrofit of RC bridge piers |
title |
Experimental tests on seismic retrofit of RC bridge piers |
spellingShingle |
Experimental tests on seismic retrofit of RC bridge piers Pedro Delgado Engenharia estrutural, Engenharia civil Structural engineering, Civil engineering |
title_short |
Experimental tests on seismic retrofit of RC bridge piers |
title_full |
Experimental tests on seismic retrofit of RC bridge piers |
title_fullStr |
Experimental tests on seismic retrofit of RC bridge piers |
title_full_unstemmed |
Experimental tests on seismic retrofit of RC bridge piers |
title_sort |
Experimental tests on seismic retrofit of RC bridge piers |
author |
Pedro Delgado |
author_facet |
Pedro Delgado Patricio Rocha Miguel Santos Victorino Rodrigues António Arêde Nelson Vila Pouca Aníbal Costa Raimundo Delgado |
author_role |
author |
author2 |
Patricio Rocha Miguel Santos Victorino Rodrigues António Arêde Nelson Vila Pouca Aníbal Costa Raimundo Delgado |
author2_role |
author author author author author author author |
dc.contributor.author.fl_str_mv |
Pedro Delgado Patricio Rocha Miguel Santos Victorino Rodrigues António Arêde Nelson Vila Pouca Aníbal Costa Raimundo Delgado |
dc.subject.por.fl_str_mv |
Engenharia estrutural, Engenharia civil Structural engineering, Civil engineering |
topic |
Engenharia estrutural, Engenharia civil Structural engineering, Civil engineering |
description |
The main purpose of this paper is to present an experimental campaign of different strategies for theseismic retrofit of reinforced concrete bridge piers and evaluating benefits concerning their structuralbehaviour under the cyclic loading.The setup of the RC pier experimental tests was specially designed to carry out bending with axial load,using a horizontal and a vertical actuator (with a slide device to allow top displacements of the pier). Asquare hollow section RC pier (450 mm x 450 mm, and 75 mm thick), similar to another one tested at thelaboratory of Pavia University in Italy, and a rectangular hollow section RC pier of 450 mm x 900 mm(with the same thickness) were tested at LESE - Laboratory of Earthquake and Structural Engineering atFaculty of Engineering of University of Porto.Besides numerical simulations of RC piers, which are not presented herein, the aim is to contribute fordeveloping and calibrating a procedure that enables the evaluation of the efficiency of the differentretrofit solutions, their possibilities and fields of application. |
publishDate |
2006 |
dc.date.none.fl_str_mv |
2006 2006-01-01T00:00:00Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/book |
format |
book |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://repositorio-aberto.up.pt/handle/10216/67513 |
url |
https://repositorio-aberto.up.pt/handle/10216/67513 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/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 |
|
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1799135542099574784 |