Inelastic finite element models to assess earthquake damage of RC Wall buildings
A brittle damage pattern has been observed in some reinforced concrete (RC) shear wall buildings during recent earthquakes. Although substantial experimental and analytical research has been conducted, many questions remain about the inelastic behavior of
| Autores: | , , , , |
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| Formato: | artículo |
| Estado: | Versión publicada |
| Fecha de publicación: | 2016 |
| País: | Chile |
| Idioma: | inglés |
| OAI Identifier: | oai:repositorio.anid.cl:10533/239047 |
| Acesso em linha: | https://hdl.handle.net/10533/239047 |
| Access Level: | acceso abierto |
| Resumo: | A brittle damage pattern has been observed in some reinforced concrete (RC) shear wall buildings during recent earthquakes. Although substantial experimental and analytical research has been conducted, many questions remain about the inelastic behavior of |
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