Contribuição ao projeto de elementos estruturais de concreto armado com descontinuidades através do Modelo de Painéis Enrijecidos
The traditional beam theory cannot be applied to study walls, corbels and regions with holes or change of inertia, because the Navier-Bernoulli s hypothesis cannot be used to these cases. Procedures based in the plates theories, the finite element method or truss-and-tie method are often used to stu...
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| Format: | Others |
| Language: | Portuguese |
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Universidade Federal de Alagoas
2015
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| Online Access: | http://repositorio.ufal.br/handle/riufal/381 |