Seismic assessment of reinforced concrete buildings with coupled walls

In Chile, most reinforced concrete (RC) buildings have a shear wall configuration, which in a large majority have performed well during recent earthquakes. However, a brittle failure was observed in RC walls in few buildings after 2010, Mw=8.8, Chile eart

Detalles Bibliográficos
Autores: Ramos, L., Hube, M. A.
Tipo de recurso: artículo
Estado:Versión publicada
Fecha de publicación:2017
País:Chile
Idioma:inglés
OAI Identifier:oai:repositorio.anid.cl:10533/239070
Acceso en línea:https://hdl.handle.net/10533/239070
Access Level:acceso abierto
Descripción
Sumario:In Chile, most reinforced concrete (RC) buildings have a shear wall configuration, which in a large majority have performed well during recent earthquakes. However, a brittle failure was observed in RC walls in few buildings after 2010, Mw=8.8, Chile eart