Elastic overstrength of reinforced concrete shear wall buildings in Chile

16th World Conference on Earthquake Engineering

dc.creatorUgalde, D.,
dc.creatorLopez-Garcia, D.
dc.date2020-03-11T20:30:11Z
dc.date2022-07-07T23:58:25Z
dc.date2020-03-11T20:30:11Z
dc.date2022-07-07T23:58:25Z
dc.date2017
dc.date.accessioned2023-08-22T06:23:02Z
dc.date.available2023-08-22T06:23:02Z
dc.identifier15110017
dc.identifier15110017
dc.identifierhttps://hdl.handle.net/10533/239040
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/8327670
dc.descriptionThe overstrength is a key property of engineered building structures, and its beneficial effects have been recognized in several studies. When ground accelerations are higher than those specified in seismic design codes, the overstrength helps prevent the
dc.descriptionFONDAP
dc.descriptionFONDAP
dc.languageeng
dc.relationhttps://www.researchgate.net/publication/321913272_Elastic_overstrength_of_reinforced_concrete_shear_wall_buildings_in_Chile
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.titleElastic overstrength of reinforced concrete shear wall buildings in Chile
dc.title16th World Conference on Earthquake Engineering
dc.typeArticulo
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion


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