Non-linear response analysis of reinforced concrete shear walls using multi-springs macro-models

While shear walls are widely used in building construction, models for simulating the nonlinear response of walls have seen limited advances. The need to accurately model shear wall behavior is becoming more important as increased confidence in the seismi

Detalles Bibliográficos
Autores: Magna-Verdugo, C., Kunnath, S. K.
Tipo de recurso: artículo
Estado:Versión publicada
Fecha de publicación:2014
País:Chile
Idioma:inglés
OAI Identifier:oai:repositorio.anid.cl:10533/238957
Acceso en línea:https://hdl.handle.net/10533/238957
Access Level:acceso abierto
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spelling Kunnath, S. K.Magna-Verdugo, C.201410.4231/D3SJ19R8Mhttps://hdl.handle.net/10533/238957http://purl.org/coar/access_right/c_abf2Non-linear response analysis of reinforced concrete shear walls using multi-springs macro-modelsMagna-Verdugo, C.Kunnath, S. K.2020-03-11T20:29:54Z2022-07-07T23:56:55Z2020-03-11T20:29:54Z2022-07-07T23:56:55Z2014While shear walls are widely used in building construction, models for simulating the nonlinear response of walls have seen limited advances. The need to accurately model shear wall behavior is becoming more important as increased confidence in the seismiFONDAPFONDAP1511001715110017virtual::27392-1NO ISIhttps://hdl.handle.net/10533/238957eng10.4231/D3SJ19R8Mhttps://doi.org/10.4231/D3SJ19R8MAtribución-NoComercial-SinDerivadas 3.0 Chilehttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/info:eu-repo/semantics/openAccessNon-linear response analysis of reinforced concrete shear walls using multi-springs macro-modelsProceedings of the 10th National Conference on Earthquake EngineeringArticuloinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArticulohttps://hdl.handle.net/10533/238957FONDAPhttp://purl.org/coar/resource_type/c_2df8fbb1465d5964-8a87-4a62-9fe9-a2478e9b881dvirtual::27392-1465d5964-8a87-4a62-9fe9-a2478e9b881dvirtual::27392-110533/238957oai:repositorio.anid.cl:10533/2389572023-07-24 20:13:28.734https://repositorio.anid.clRepositorio ANIDaletelier@anid.cl
dc.title.none.fl_str_mv Non-linear response analysis of reinforced concrete shear walls using multi-springs macro-models
dc.title.journal.none.fl_str_mv Proceedings of the 10th National Conference on Earthquake Engineering
title Non-linear response analysis of reinforced concrete shear walls using multi-springs macro-models
spellingShingle Non-linear response analysis of reinforced concrete shear walls using multi-springs macro-models
Magna-Verdugo, C.
title_short Non-linear response analysis of reinforced concrete shear walls using multi-springs macro-models
title_full Non-linear response analysis of reinforced concrete shear walls using multi-springs macro-models
title_fullStr Non-linear response analysis of reinforced concrete shear walls using multi-springs macro-models
title_full_unstemmed Non-linear response analysis of reinforced concrete shear walls using multi-springs macro-models
title_sort Non-linear response analysis of reinforced concrete shear walls using multi-springs macro-models
dc.creator.none.fl_str_mv Magna-Verdugo, C.
Kunnath, S. K.
author Magna-Verdugo, C.
author_facet Magna-Verdugo, C.
Kunnath, S. K.
author_role author
author2 Kunnath, S. K.
author2_role author
description While shear walls are widely used in building construction, models for simulating the nonlinear response of walls have seen limited advances. The need to accurately model shear wall behavior is becoming more important as increased confidence in the seismi
publishDate 2014
dc.date.issued.none.fl_str_mv 2014
dc.date.accessioned.none.fl_str_mv 2020-03-11T20:29:54Z
2022-07-07T23:56:55Z
dc.date.available.none.fl_str_mv 2020-03-11T20:29:54Z
2022-07-07T23:56:55Z
dc.type.none.fl_str_mv Articulo
dc.type.driver.none.fl_str_mv info:eu-repo/semantics/article
dc.type.openaire.none.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
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dc.identifier.folio.none.fl_str_mv 15110017
15110017
dc.identifier.idwos.none.fl_str_mv NO ISI
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/10533/238957
identifier_str_mv 15110017
NO ISI
url https://hdl.handle.net/10533/238957
dc.language.iso.none.fl_str_mv eng
language eng
dc.relation.doi.none.fl_str_mv 10.4231/D3SJ19R8M
dc.relation.uri.none.fl_str_mv https://doi.org/10.4231/D3SJ19R8M
dc.rights.none.fl_str_mv Atribución-NoComercial-SinDerivadas 3.0 Chile
http://creativecommons.org/licenses/by-nc-nd/3.0/cl/
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rights_invalid_str_mv Atribución-NoComercial-SinDerivadas 3.0 Chile
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eu_rights_str_mv openAccess
repository.name.fl_str_mv Repositorio ANID
repository.mail.fl_str_mv aletelier@anid.cl
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