| dc.date.accessioned | 2020-03-11T20:29:26Z | |
| dc.date.accessioned | 2022-10-18T22:46:52Z | |
| dc.date.available | 2020-03-11T20:29:26Z | |
| dc.date.available | 2022-10-18T22:46:52Z | |
| dc.date.created | 2020-03-11T20:29:26Z | |
| dc.date.issued | 2016 | |
| dc.identifier | http://hdl.handle.net/10533/238810 | |
| dc.identifier | 15110017 | |
| dc.identifier | WOS:000383688200005 | |
| dc.identifier | no scielo | |
| dc.identifier | eid=2-s2.0-84971218635 | |
| dc.identifier.uri | https://repositorioslatinoamericanos.uchile.cl/handle/2250/4470149 | |
| dc.description.abstract | Reinforced concrete shear wall buildings have shown, in statistical terms, an adequate performance in past seismic events. However, a specific damage pattern was observed in 2010 Chile earthquake in some shear walls located in the lower building stories, | |
| dc.language | eng | |
| dc.relation | https://doi.org/10.1002/eqe.2750 | |
| dc.relation | 10.1002/eqe.2750 | |
| 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 | Study of the damage of reinforced concrete shear walls during the 2010 Chile earthquake | |
| dc.type | Articulo | |
