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Resistência ao esforço cortante de peças de concreto armado de seção transversal circular
The results of an experimental research on the shear failure of reinforced concrete members with circular cross-section are presented. Eight simply supported beams with a 3,0 m span and a 0,4 m diameter cross-section were tested by loading them with two symmetrical concentrated forces. The variable...
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| Yazar: | |
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| Materyal Türü: | Dissertação |
| Dil: | Português |
| Baskı/Yayın Bilgisi: |
Universidade Federal do Rio de Janeiro
1981-08
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| Konular: | |
| Online Erişim: | http://hdl.handle.net/11422/3064 |
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