Determinación de la ductilidad y resistencia para muros de corte de concreto armado cuyas secciones transversales tienen formas L, I, T y C

Descripción del Articulo

A CIENCIACTIVA-CONCYTEC-UNSA, que permitió que se tenga el financiamiento para realizar los ensayos experimentales que la tesis implica.
Detalles Bibliográficos
Autor: Quispe Choquemamani, Efrain Denys
Formato: tesis de grado
Fecha de Publicación:2018
Institución:Consejo Nacional de Ciencia Tecnología e Innovación
Repositorio:CONCYTEC-Institucional
Lenguaje:español
OAI Identifier:oai:repositorio.concytec.gob.pe:20.500.12390/1679
Enlace del recurso:https://hdl.handle.net/20.500.12390/1679
Nivel de acceso:acceso abierto
Materia:Resistencia
Muros de concreto
https://purl.org/pe-repo/ocde/ford#2.01.01
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oai_identifier_str oai:repositorio.concytec.gob.pe:20.500.12390/1679
network_acronym_str CONC
network_name_str CONCYTEC-Institucional
repository_id_str 4689
dc.title.none.fl_str_mv Determinación de la ductilidad y resistencia para muros de corte de concreto armado cuyas secciones transversales tienen formas L, I, T y C
title Determinación de la ductilidad y resistencia para muros de corte de concreto armado cuyas secciones transversales tienen formas L, I, T y C
spellingShingle Determinación de la ductilidad y resistencia para muros de corte de concreto armado cuyas secciones transversales tienen formas L, I, T y C
Quispe Choquemamani, Efrain Denys
Resistencia
Muros de concreto
https://purl.org/pe-repo/ocde/ford#2.01.01
title_short Determinación de la ductilidad y resistencia para muros de corte de concreto armado cuyas secciones transversales tienen formas L, I, T y C
title_full Determinación de la ductilidad y resistencia para muros de corte de concreto armado cuyas secciones transversales tienen formas L, I, T y C
title_fullStr Determinación de la ductilidad y resistencia para muros de corte de concreto armado cuyas secciones transversales tienen formas L, I, T y C
title_full_unstemmed Determinación de la ductilidad y resistencia para muros de corte de concreto armado cuyas secciones transversales tienen formas L, I, T y C
title_sort Determinación de la ductilidad y resistencia para muros de corte de concreto armado cuyas secciones transversales tienen formas L, I, T y C
author Quispe Choquemamani, Efrain Denys
author_facet Quispe Choquemamani, Efrain Denys
author_role author
dc.contributor.author.fl_str_mv Quispe Choquemamani, Efrain Denys
dc.subject.none.fl_str_mv Resistencia
topic Resistencia
Muros de concreto
https://purl.org/pe-repo/ocde/ford#2.01.01
dc.subject.es_PE.fl_str_mv Muros de concreto
dc.subject.ocde.none.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.01.01
description A CIENCIACTIVA-CONCYTEC-UNSA, que permitió que se tenga el financiamiento para realizar los ensayos experimentales que la tesis implica.
publishDate 2018
dc.date.accessioned.none.fl_str_mv 2024-05-30T23:13:38Z
dc.date.available.none.fl_str_mv 2024-05-30T23:13:38Z
dc.date.issued.fl_str_mv 2018
dc.type.none.fl_str_mv info:eu-repo/semantics/bachelorThesis
format bachelorThesis
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12390/1679
url https://hdl.handle.net/20.500.12390/1679
dc.language.iso.none.fl_str_mv spa
language spa
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.uri.none.fl_str_mv https://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-nd/4.0/
dc.publisher.none.fl_str_mv Universidad Nacional de San Agustín de Arequipa
publisher.none.fl_str_mv Universidad Nacional de San Agustín de Arequipa
dc.source.none.fl_str_mv reponame:CONCYTEC-Institucional
instname:Consejo Nacional de Ciencia Tecnología e Innovación
instacron:CONCYTEC
instname_str Consejo Nacional de Ciencia Tecnología e Innovación
instacron_str CONCYTEC
institution CONCYTEC
reponame_str CONCYTEC-Institucional
collection CONCYTEC-Institucional
repository.name.fl_str_mv Repositorio Institucional CONCYTEC
repository.mail.fl_str_mv repositorio@concytec.gob.pe
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spelling Publicationrp04576600Quispe Choquemamani, Efrain Denys2024-05-30T23:13:38Z2024-05-30T23:13:38Z2018https://hdl.handle.net/20.500.12390/1679A CIENCIACTIVA-CONCYTEC-UNSA, que permitió que se tenga el financiamiento para realizar los ensayos experimentales que la tesis implica.In this work, the behavior of the ductility and strength of reinforced concrete shearwalls of L, I, T and C shaped cross sections against lateral loads was evaluated. Basically the study has focused on studying the influence of the core confinement of the sections raised in the development of ductility and strength. Therefore, to obtain considerations of design of walls that allow to have a better seismic behavior. An analytical and experimental study has been carried out. In their analytical study, the nonlinear behavior was estimated to lateral load, making use of the behavioral models of the materials and theoretical tools. The analytical procedure was used to determine Moment - Curvature diagrams through the XTRACT program for each raised section, after that its ductile and resistant behavior of the shear walls proposed in relation to the designs of confinement in the cores was evaluated.For the experimental study, four specimens of reinforced concrete of L-shaped cross section were built in the reduced scale 1:4 with different confinement of cores for each wall, which were tested against monotonic lateral load to experimentally obtain their non-linear behavior. Based on the research results, recommendations were made for the design of walls of mentioned sections to develop a better ductile and resistant behavior to seismic events.Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica - ConcytecspaUniversidad Nacional de San Agustín de Arequipainfo:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-nd/4.0/ResistenciaMuros de concreto-1https://purl.org/pe-repo/ocde/ford#2.01.01-1Determinación de la ductilidad y resistencia para muros de corte de concreto armado cuyas secciones transversales tienen formas L, I, T y Cinfo:eu-repo/semantics/bachelorThesisreponame:CONCYTEC-Institucionalinstname:Consejo Nacional de Ciencia Tecnología e Innovacióninstacron:CONCYTEC20.500.12390/1679oai:repositorio.concytec.gob.pe:20.500.12390/16792024-05-30 16:04:43.684https://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_14cbinfo:eu-repo/semantics/closedAccessmetadata only accesshttps://repositorio.concytec.gob.peRepositorio Institucional CONCYTECrepositorio@concytec.gob.pe#PLACEHOLDER_PARENT_METADATA_VALUE#<Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="3d2d3b7e-0876-49a9-bb18-7f40abeb0d57"> <Type xmlns="https://www.openaire.eu/cerif-profile/vocab/COAR_Publication_Types">http://purl.org/coar/resource_type/c_1843</Type> <Language>spa</Language> <Title>Determinación de la ductilidad y resistencia para muros de corte de concreto armado cuyas secciones transversales tienen formas L, I, T y C</Title> <PublishedIn> <Publication> </Publication> </PublishedIn> <PublicationDate>2018</PublicationDate> <Authors> <Author> <DisplayName>Quispe Choquemamani, Efrain Denys</DisplayName> <Person id="rp04576" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> </Authors> <Editors> </Editors> <Publishers> <Publisher> <DisplayName>Universidad Nacional de San Agustín de Arequipa</DisplayName> <OrgUnit /> </Publisher> </Publishers> <License>https://creativecommons.org/licenses/by-nc-nd/4.0/</License> <Keyword>Resistencia</Keyword> <Keyword>Muros de concreto</Keyword> <Abstract>In this work, the behavior of the ductility and strength of reinforced concrete shearwalls of L, I, T and C shaped cross sections against lateral loads was evaluated. Basically the study has focused on studying the influence of the core confinement of the sections raised in the development of ductility and strength. Therefore, to obtain considerations of design of walls that allow to have a better seismic behavior. An analytical and experimental study has been carried out. In their analytical study, the nonlinear behavior was estimated to lateral load, making use of the behavioral models of the materials and theoretical tools. The analytical procedure was used to determine Moment - Curvature diagrams through the XTRACT program for each raised section, after that its ductile and resistant behavior of the shear walls proposed in relation to the designs of confinement in the cores was evaluated.For the experimental study, four specimens of reinforced concrete of L-shaped cross section were built in the reduced scale 1:4 with different confinement of cores for each wall, which were tested against monotonic lateral load to experimentally obtain their non-linear behavior. Based on the research results, recommendations were made for the design of walls of mentioned sections to develop a better ductile and resistant behavior to seismic events.</Abstract> <Access xmlns="http://purl.org/coar/access_right" > </Access> </Publication> -1
score 13.425424
Determinación de la ductilidad y resistencia para muros de corte de concreto armado cuyas secciones transversales tienen formas L, I, T y C
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La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).

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