Numerical modelling of RC strengthened columns under biaxial loading

During an earthquake, the reinforced concrete (RC) structures are subjected to deformations that may lead their structural elements to exceed the corresponding resistance limit state, forcing them to have nonlinear responses. The application of realistic numerical models that can represent the non-l...

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Bibliographic Details
Main Author: Rodrigues, H. (author)
Other Authors: André Furtado (author), António Arêde (author), Humberto Varum (author)
Format: article
Language:eng
Published: 2016
Subjects:
Online Access:https://repositorio-aberto.up.pt/handle/10216/108717
Country:Portugal
Oai:oai:repositorio-aberto.up.pt:10216/108717