dc.date.accessioned | 2020-03-11T20:30:06Z | |
dc.date.accessioned | 2022-10-18T22:48:19Z | |
dc.date.available | 2020-03-11T20:30:06Z | |
dc.date.available | 2022-10-18T22:48:19Z | |
dc.date.created | 2020-03-11T20:30:06Z | |
dc.date.issued | 2015 | |
dc.identifier | http://hdl.handle.net/10533/239001 | |
dc.identifier | 15110017 | |
dc.identifier | NO ISI | |
dc.identifier | no scielo | |
dc.identifier | s/i | |
dc.identifier.uri | https://repositorioslatinoamericanos.uchile.cl/handle/2250/4470340 | |
dc.description.abstract | The 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.language | eng | |
dc.relation | https://www.researchgate.net/publication/318508366_Acceleration_demands_on_nonstructural_components_in_special_steel_moment_frames | |
dc.relation | NO ISI | |
dc.rights | info:eu-repo/semantics/openAccess | |
dc.rights | Atribución-NoComercial-SinDerivadas 3.0 Chile | |
dc.rights | http://creativecommons.org/licenses/by-nc-nd/3.0/cl/ | |
dc.title | Accelaration demands on nonstructural components in special steel moment frames | |
dc.type | Articulo | |