Seismic behavior of slender reinforced concrete walls.

dc.date.accessioned2020-03-11T20:29:08Z
dc.date.accessioned2022-10-18T22:46:21Z
dc.date.available2020-03-11T20:29:08Z
dc.date.available2022-10-18T22:46:21Z
dc.date.created2020-03-11T20:29:08Z
dc.date.issued2014
dc.identifierhttp://hdl.handle.net/10533/238740
dc.identifier15110017
dc.identifierWOS:000346622500032
dc.identifierno scielo
dc.identifiereid=2-s2.0-84907708691
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/4470079
dc.description.abstractResidential reinforced concrete buildings performed well during the 2010 Mw 8.8 Maule, Chile earthquake. However, brittle damage was observed in reinforced concrete structural walls. The most frequent observed damage in such walls was crushing of concrete
dc.languageeng
dc.relationhttps://doi.org/10.1016/j.engstruct.2014.09.014
dc.relation10.1016/j.engstruct.2014.09.014
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.titleSeismic behavior of slender reinforced concrete walls.
dc.typeArticulo


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