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Authordc.contributor.authorRojas Barrales, Fabián es_CL
Authordc.contributor.authorNaeim, Farzad es_CL
Authordc.contributor.authorLew, Marshall es_CL
Authordc.contributor.authorCarpenter, Lauren D. es_CL
Authordc.contributor.authorYoussef, Nabih F. es_CL
Authordc.contributor.authorSaragoni, G. Rodolfo 
Authordc.contributor.authorSchachter Adaros, Macarena es_CL
Admission datedc.date.accessioned2012-01-02T20:32:07Z
Available datedc.date.available2012-01-02T20:32:07Z
Publication datedc.date.issued2011
Cita de ítemdc.identifier.citationStruct. Design Tall Spec. Build. 20, 37–64 (2011)es_CL
Identifierdc.identifier.otherDOI: 10.1002/tal.674
Identifierdc.identifier.urihttps://repositorio.uchile.cl/handle/2250/125570
General notedc.descriptionArtículo de publicación ISIes_CL
Abstractdc.description.abstractConcepción, near the southern end of the fault rupture zone of the offshore Maule, Chile earthquake, suffered signifi cant damage to all types of structures. Tall reinforced concrete buildings in the region were also affected, some severely. Spectacular collapse and partial collapse were experienced in two buildings, and many buildings had failure of thin shear walls that lacked suffi cient boundary element confi nement. Concrete spalling and crushing occurred and reinforcing steel buckled and were sometimes fractured.es_CL
Lenguagedc.language.isoenes_CL
Publisherdc.publisherJohn Wileyes_CL
Títulodc.titlePerformance of tall buildings in Concepción during the 27 February 2010 moment magnitude 8.8 offshore Maule, Chile earthquakees_CL
Document typedc.typeArtículo de revista


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