Aftershock response of RC buildings in Santiago, Chile, succeeding the magnitude 8.8 Maule earthquake.

Between March 13th and 28th 2010, a team of U.S. researchers, professionals, and local collaborators instrumented four reinforced concrete (RC) buildings in Santiago, Chile, to measure aftershock response data following the February 27, 2010 MW 8.8 earthq

Detalhes bibliográficos
Autores: Lemnitzer A., Massone L., Skolnikc D., de la Llera, J.C., Wallace J.
Formato: artículo
Estado:Versión publicada
Fecha de publicación:2014
País:Chile
Idioma:inglés
OAI Identifier:oai:repositorio.anid.cl:10533/238725
Acesso em linha:https://hdl.handle.net/10533/238725
Access Level:acceso abierto
id CL_7006870eeff6172c98fe302ee9c30c4d
oai_identifier_str oai:repositorio.anid.cl:10533/238725
network_acronym_str CL
network_name_str Chile
repository_id_str
spelling Wallace J.de la Llera, J.C.Skolnikc D.Massone L.Lemnitzer A.201410.1016/j.engstruct.2014.07.003https://hdl.handle.net/10533/238725http://purl.org/coar/access_right/c_abf2Aftershock response of RC buildings in Santiago, Chile, succeeding the magnitude 8.8 Maule earthquake.Lemnitzer A.Massone L.Skolnikc D.de la Llera, J.C.Wallace J.2020-03-11T20:29:07Z2022-07-07T23:53:03Z2020-03-11T20:29:07Z2022-07-07T23:53:03Z2014Between March 13th and 28th 2010, a team of U.S. researchers, professionals, and local collaborators instrumented four reinforced concrete (RC) buildings in Santiago, Chile, to measure aftershock response data following the February 27, 2010 MW 8.8 earthqFONDAPFONDAP1511001715110017virtual::43467-1WOS:000342532700027https://hdl.handle.net/10533/238725eng10.1016/j.engstruct.2014.07.003https://doi.org/10.1016/j.engstruct.2014.07.003Atribución-NoComercial-SinDerivadas 3.0 Chilehttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/info:eu-repo/semantics/openAccessAftershock response of RC buildings in Santiago, Chile, succeeding the magnitude 8.8 Maule earthquake.Engineering StructuresArticuloinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArticulohttps://hdl.handle.net/10533/238725FONDAPhttp://purl.org/coar/resource_type/c_2df8fbb1465d5964-8a87-4a62-9fe9-a2478e9b881dvirtual::43467-1465d5964-8a87-4a62-9fe9-a2478e9b881dvirtual::43467-110533/238725oai:repositorio.anid.cl:10533/2387252023-07-24 17:17:23.227https://repositorio.anid.clRepositorio ANIDaletelier@anid.cl
dc.title.none.fl_str_mv Aftershock response of RC buildings in Santiago, Chile, succeeding the magnitude 8.8 Maule earthquake.
dc.title.journal.none.fl_str_mv Engineering Structures
title Aftershock response of RC buildings in Santiago, Chile, succeeding the magnitude 8.8 Maule earthquake.
spellingShingle Aftershock response of RC buildings in Santiago, Chile, succeeding the magnitude 8.8 Maule earthquake.
Lemnitzer A.
title_short Aftershock response of RC buildings in Santiago, Chile, succeeding the magnitude 8.8 Maule earthquake.
title_full Aftershock response of RC buildings in Santiago, Chile, succeeding the magnitude 8.8 Maule earthquake.
title_fullStr Aftershock response of RC buildings in Santiago, Chile, succeeding the magnitude 8.8 Maule earthquake.
title_full_unstemmed Aftershock response of RC buildings in Santiago, Chile, succeeding the magnitude 8.8 Maule earthquake.
title_sort Aftershock response of RC buildings in Santiago, Chile, succeeding the magnitude 8.8 Maule earthquake.
dc.creator.none.fl_str_mv Lemnitzer A.
Massone L.
Skolnikc D.
de la Llera, J.C.
Wallace J.
author Lemnitzer A.
author_facet Lemnitzer A.
Massone L.
Skolnikc D.
de la Llera, J.C.
Wallace J.
author_role author
author2 Massone L.
Skolnikc D.
de la Llera, J.C.
Wallace J.
author2_role author
author
author
author
description Between March 13th and 28th 2010, a team of U.S. researchers, professionals, and local collaborators instrumented four reinforced concrete (RC) buildings in Santiago, Chile, to measure aftershock response data following the February 27, 2010 MW 8.8 earthq
publishDate 2014
dc.date.issued.none.fl_str_mv 2014
dc.date.accessioned.none.fl_str_mv 2020-03-11T20:29:07Z
2022-07-07T23:53:03Z
dc.date.available.none.fl_str_mv 2020-03-11T20:29:07Z
2022-07-07T23:53:03Z
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
status_str publishedVersion
dc.identifier.folio.none.fl_str_mv 15110017
15110017
dc.identifier.idwos.none.fl_str_mv WOS:000342532700027
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/10533/238725
identifier_str_mv 15110017
WOS:000342532700027
url https://hdl.handle.net/10533/238725
dc.language.iso.none.fl_str_mv eng
language eng
dc.relation.doi.none.fl_str_mv 10.1016/j.engstruct.2014.07.003
dc.relation.uri.none.fl_str_mv https://doi.org/10.1016/j.engstruct.2014.07.003
dc.rights.none.fl_str_mv Atribución-NoComercial-SinDerivadas 3.0 Chile
http://creativecommons.org/licenses/by-nc-nd/3.0/cl/
dc.rights.driver.none.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv Atribución-NoComercial-SinDerivadas 3.0 Chile
http://creativecommons.org/licenses/by-nc-nd/3.0/cl/
eu_rights_str_mv openAccess
repository.name.fl_str_mv Repositorio ANID
repository.mail.fl_str_mv aletelier@anid.cl
_version_ 1843518746480607232
score 15,812429