Dynamic punching assesment of edge columns after sudden corner column removal
[EN] A dynamic punching shear model is presented for general sudden column removal cases which was validated against data from a purpose-built full-scale two-storey reinforced concrete building subjected to a sudden corner column removal. Such analyses are generally performed in structural robustnes...
| Autores: | , , , |
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| Tipo de documento: | artigo |
| Data de publicação: | 2021 |
| País: | España |
| Recursos: | Universitat Politècnica de València (UPV) |
| Repositório: | RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia |
| Idioma: | inglês |
| OAI Identifier: | oai:riunet.upv.es:10251/167978 |
| Acesso em linha: | https://riunet.upv.es/handle/10251/167978 |
| Access Level: | Acceso aberto |
| Palavra-chave: | Dynamic punching shear Structural integrity Progressive collapse Alternative load path Flat slab Column removal INGENIERIA DE LA CONSTRUCCION 09.- Desarrollar infraestructuras resilientes, promover la industrialización inclusiva y sostenible, y fomentar la innovación |
| Resumo: | [EN] A dynamic punching shear model is presented for general sudden column removal cases which was validated against data from a purpose-built full-scale two-storey reinforced concrete building subjected to a sudden corner column removal. Such analyses are generally performed in structural robustness or integrity design against progressive collapse and several simplifications are generally adopted to avoid complex dynamic nonlinear analyses. These simplifications are generally on the conservative side and punching can be predicted incorrectly. The test results presented showed that Vierendeel action at small deformations was predominant after column removal. The dynamic amplification of the deformations and shear was significant although punching did not occur as predicted by the model. It was found that in general cases punching around edge columns after sudden corner column removal was not critical using design accidental load combinations, although a dynamic punching check is still needed especially for higher live loads and low flexural and punching reinforcement ratios. |
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