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...
Spremljeno u:
| Glavni autori: | , , |
|---|---|
| Format: | Online |
| Jezik: | spa |
| Izdano: |
Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil
2017
|
| Online pristup: | https://revistas.uclave.org/index.php/gt/article/view/299 |
| Oznake: |
Dodaj oznaku
Bez oznaka, Budi prvi tko označuje ovaj zapis!
|