Non-linear analysis of an experimental joint of column and beams of armed concrete-steel column for portics
In this research, the nonlinear behavior of a real-scale experimental joint (node) is studied, consisting of three reinforced concrete elements, one column and two beams joined to a structural steel column at the upper level. In the numerical analysis the model of the union was analyzed in the inela...
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| Autori principali: | , , |
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| Natura: | Online |
| Lingua: | spa |
| Pubblicazione: |
Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil
2017
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| Accesso online: | https://revistas.uclave.org/index.php/gt/article/view/299 |
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