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...
Tallennettuna:
| Päätekijät: | , , |
|---|---|
| Aineistotyyppi: | Online |
| Kieli: | spa |
| Julkaistu: |
Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil
2017
|
| Linkit: | https://revistas.uclave.org/index.php/gt/article/view/299 |
| Tagit: |
Lisää tagi
Ei tageja, Lisää ensimmäinen tagi!
|