Analysis of a joint base plate between concrete column-steel columns in the non-linear range
In this research the behavior of a real scale experimental joint (column-beam joint) formed by three reinforced concrete elements, 1 column and 2 beams, attached to a structural steel column in the upper level is studied. The object in question was subjected to the action of cyclic loads in a single...
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| Päätekijät: | , , |
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| Aineistotyyppi: | Online |
| Kieli: | eng spa |
| Julkaistu: |
Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil
2019
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| Linkit: | https://revistas.uclave.org/index.php/gt/article/view/2076 |
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