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Puncionamento de lajes protendidas
In this work it is presented the results of punching tests in three plat slabs. These slabs were supported on a central column and had no shear reinforcement. The parameters varied in them were the prestress applied, the compressive strenght of the concrete and the dimensions of the cross-section of...
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| Hovedforfatter: | |
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| Format: | Dissertação |
| Sprog: | Português |
| Udgivet: |
Universidade Federal do Rio de Janeiro
1982-03
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| Fag: | |
| Online adgang: | http://hdl.handle.net/11422/3238 |
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