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Authordc.contributor.authorNaeim, Farzad 
Authordc.contributor.authorLew, Marshall es_CL
Authordc.contributor.authorCarpenter, Lauren D. es_CL
Authordc.contributor.authorYoussef, Nabih F. es_CL
Authordc.contributor.authorRojas Barrales, Fabián es_CL
Authordc.contributor.authorSaragoni, G. Rodolfo es_CL
Authordc.contributor.authorSchachter Adaros, Macarena es_CL
Admission datedc.date.accessioned2011-11-28T16:11:12Z
Available datedc.date.available2011-11-28T16:11:12Z
Publication datedc.date.issued2011
Cita de ítemdc.identifier.citationStruct. Design Tall Spec. Build. 20, 1–16 (2011)es_CL
Identifierdc.identifier.otherDOI: 10.1002/tal.675
Identifierdc.identifier.urihttps://repositorio.uchile.cl/handle/2250/125540
General notedc.descriptionArtículo de publicación ISIes_CL
Abstractdc.description.abstractThere are many modern tall buildings in Santiago that were subjected to the 27 February 2010 earthquake in Chile. Although there was not widespread damage in Santiago, there was notable damage to some tall concrete buildings that may have resulted from lack of proper detailing, the absence of 135° seismic hooks and inadequate confi nement of walls in the boundary zones. These caused buckling of the main bars and tension compression failure of the walls.es_CL
Lenguagedc.language.isoenes_CL
Publisherdc.publisherJohn Wileyes_CL
Títulodc.titlePerformance of tall buildings in Santiago, Chile during the 27 February 2010 offshore Maule, Chile earthquakees_CL
Document typedc.typeArtículo de revista


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