dc.date.accessioned | 2020-03-11T20:29:19Z | |
dc.date.accessioned | 2022-10-18T22:46:32Z | |
dc.date.available | 2020-03-11T20:29:19Z | |
dc.date.available | 2022-10-18T22:46:32Z | |
dc.date.created | 2020-03-11T20:29:19Z | |
dc.date.issued | 2015 | |
dc.identifier | http://hdl.handle.net/10533/238764 | |
dc.identifier | 15110017 | |
dc.identifier | WOS:000350707200014 | |
dc.identifier | no scielo | |
dc.identifier | eid=2-s2.0-84922693043 | |
dc.identifier.uri | https://repositorioslatinoamericanos.uchile.cl/handle/2250/4470103 | |
dc.description.abstract | The 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.language | eng | |
dc.relation | https://doi.org/10.1016/j.jcsr.2014.12.006 | |
dc.relation | 10.1016/j.jcsr.2014.12.006 | |
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 | Assessment of floor accelerations in special steel moment frames | |
dc.type | Articulo | |