Effect of reinforcement detailing in the seismic behavior of slender walls

dc.date.accessioned2020-03-11T20:29:56Z
dc.date.accessioned2022-10-18T22:48:03Z
dc.date.available2020-03-11T20:29:56Z
dc.date.available2022-10-18T22:48:03Z
dc.date.created2020-03-11T20:29:56Z
dc.date.issued2014
dc.identifierhttp://hdl.handle.net/10533/238965
dc.identifier15110017
dc.identifierNO ISI
dc.identifierno scielo
dc.identifiers/i
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/4470304
dc.description.abstractSignificant damage was observed in reinforced concrete walls of residential buildings following the 2010 Maule earthquake in Chile. The damage in structural walls was brittle and concentrated near the ground level. The most common observed damage in such
dc.languageeng
dc.relationhttp://www.eaee.org/Media/Default/2ECCES/2ecces_ss/3331.pdf
dc.relationNO ISI
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Chile
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/
dc.titleEffect of reinforcement detailing in the seismic behavior of slender walls
dc.typeArticulo


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