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...

पूर्ण विवरण

में बचाया:
ग्रंथसूची विवरण
मुख्य लेखकों: López, Nelson, Ugel, Ronald, Herrera, Reyes Indira
स्वरूप: Online
भाषा:spa
प्रकाशित: Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2017
ऑनलाइन पहुंच:https://revistas.uclave.org/index.php/gt/article/view/299
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