Análise inelástica avançada de pórticos planos de aço considerando as influências do cisalhamento e de ligações semirrígidas
=== Conventional analysis of steel frames is usually carried out under the assumption that the beam-to-columns connections are either fully rigid or ideally pinned. However, most connections are of type semi-rigid and their behavior lies between these two extreme cases. The semi-rigid connections a...
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| Format: | Others |
| Language: | Portuguese |
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Universidade Federal de Minas Gerais
2010
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| Online Access: | http://hdl.handle.net/1843/PASA-8HDH76 |