Análise do comportamento em serviço de pilares esbeltos de concreto armado
=== This work presents a mathematical formulation able to describe, in a more efficient way than the conventional methods, the behavior in service of slender reinforced concrete columns of any geometric section submitted to normal flexural forces. An analysis of the columns behavior in service is d...
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| Format: | Others |
| Language: | Portuguese |
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Universidade Federal de Minas Gerais
2006
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| Online Access: | http://hdl.handle.net/1843/LMCA-75XN23 |