Experimental campaign of reinforced concrete walls with non-seismic detailing
About 2% of reinforced concrete (RC) buildings taller than nine stories suffered important damage during 2010, Mw=8.8 Chile earthquake. Extensive localized damage likely occurred as a result of high axial loads, poor concrete confinement and inadequate ba
| 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:10533/238962 |
| Acesso em linha: | https://hdl.handle.net/10533/238962 |
| Access Level: | Acceso aberto |
| Resumo: | About 2% of reinforced concrete (RC) buildings taller than nine stories suffered important damage during 2010, Mw=8.8 Chile earthquake. Extensive localized damage likely occurred as a result of high axial loads, poor concrete confinement and inadequate ba |
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