Confinement of reinforced concrete compression members using bow-tie CFRP reinforcement

XI Congreso Chileno de Sismología e Ingeniería Sísmica

dc.creatorAlcaíno, P.
dc.creatorCinquia, A.
dc.creatorSanta María, H.
dc.creatorInvernizzi, S.
dc.date2020-03-11T20:30:07Z
dc.date2022-07-07T23:57:51Z
dc.date2020-03-11T20:30:07Z
dc.date2022-07-07T23:57:51Z
dc.date2015
dc.date.accessioned2023-08-22T07:28:19Z
dc.date.available2023-08-22T07:28:19Z
dc.identifier15110017
dc.identifier15110017
dc.identifierhttps://hdl.handle.net/10533/239009
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/8331643
dc.descriptionThe 2010 Maule earthquake produced brittle compression failure of reinforce concrete (RC) walls, due to high axial load, deficient detailing of boundary elements, and the use of thin and slender walls. To prevent new failures of existing buildings, there
dc.descriptionFONDAP
dc.descriptionFONDAP
dc.languageeng
dc.relationhttps://www.researchgate.net/publication/274457512_CONFINEMENT_OF_REINFORCED_CONCRETE_COMPRESSION_MEMBERS_USING_BOWTIE_CFRP_REINFORCEMENT
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Chile
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/
dc.rightsinfo:eu-repo/semantics/openAccess
dc.titleConfinement of reinforced concrete compression members using bow-tie CFRP reinforcement
dc.titleXI Congreso Chileno de Sismología e Ingeniería Sísmica
dc.typeArticulo
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion


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