Study of the damage of reinforced concrete shear walls during the 2010 Chile earthquake

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,

Detalles Bibliográficos
Autores: Jünemann, R., de la Llera, J. C., Hube, M. A., Vasquez, J., Chacon, M. F.
Tipo de recurso: artículo
Estado:Versión publicada
Fecha de publicación:2016
País:Chile
Idioma:inglés
OAI Identifier:oai:repositorio.anid.cl:10533/238810
Acceso en línea:https://hdl.handle.net/10533/238810
Access Level:acceso abierto
Descripción
Sumario: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,