Non-linear analysis of an experimental joint of column and beams of armed concrete-steel column for portics

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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Главные авторы:	López, Nelson, Ugel, Ronald, Herrera, Reyes Indira
Формат:	Online
Язык:	spa
Опубликовано:	Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2017
Online-ссылка:	https://revistas.uclave.org/index.php/gt/article/view/299
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