Effect of axial loads in the seismic behavior of reinforced concrete walls with unconfined wall boundaries
About 2% of Reinforced Concrete (RC) buildings taller than nine stories suffered serious damage in structural walls during the 2010 Chile earthquake. The observed damage involved mostly crushing of concrete, buckling of vertical reinforcement, and opening
| Autores: | , , |
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| Tipo de documento: | artigo |
| Estado: | Versão publicada |
| Data de publicação: | 2014 |
| País: | Chile |
| Idioma: | inglês |
| OAI Identifier: | oai:repositorio.anid.cl:10533/238724 |
| Acesso em linha: | https://hdl.handle.net/10533/238724 |
| Access Level: | Acceso aberto |
| Resumo: | About 2% of Reinforced Concrete (RC) buildings taller than nine stories suffered serious damage in structural walls during the 2010 Chile earthquake. The observed damage involved mostly crushing of concrete, buckling of vertical reinforcement, and opening |
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