Assessment of floor accelerations in special steel moment frames

dc.date.accessioned2020-03-11T20:29:19Z
dc.date.accessioned2022-10-18T22:46:32Z
dc.date.available2020-03-11T20:29:19Z
dc.date.available2022-10-18T22:46:32Z
dc.date.created2020-03-11T20:29:19Z
dc.date.issued2015
dc.identifierhttp://hdl.handle.net/10533/238764
dc.identifier15110017
dc.identifierWOS:000350707200014
dc.identifierno scielo
dc.identifiereid=2-s2.0-84922693043
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/4470103
dc.description.abstractThe floor acceleration response of Special Steel Moment Frames subjected to earthquakes is evaluated considering different modeling options, i.e., elastic and inelastic behavior, with and without gravity frames, and considering different strength levels o
dc.languageeng
dc.relationhttps://doi.org/10.1016/j.jcsr.2014.12.006
dc.relation10.1016/j.jcsr.2014.12.006
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.titleAssessment of floor accelerations in special steel moment frames
dc.typeArticulo


Este ítem pertenece a la siguiente institución