Accelaration demands on nonstructural components in special steel moment frames

dc.date.accessioned2020-03-11T20:30:06Z
dc.date.accessioned2022-10-18T22:48:19Z
dc.date.available2020-03-11T20:30:06Z
dc.date.available2022-10-18T22:48:19Z
dc.date.created2020-03-11T20:30:06Z
dc.date.issued2015
dc.identifierhttp://hdl.handle.net/10533/239001
dc.identifier15110017
dc.identifierNO ISI
dc.identifierno scielo
dc.identifiers/i
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/4470340
dc.description.abstractThe objective of this study is to analyze in detail floor accelerations in Special Moment Frame (SMF) buildings. For this purpose, floor accelerations in low- and mid-rise SMF building models are computed in three different manners: using the design provi
dc.languageeng
dc.relationhttps://www.researchgate.net/publication/318508366_Acceleration_demands_on_nonstructural_components_in_special_steel_moment_frames
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.titleAccelaration demands on nonstructural components in special steel moment frames
dc.typeArticulo


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