Analysis of a joint base plate between concrete column-steel columns in the non-linear range

In this research the behavior of a real scale experimental joint (column-beam joint) formed by three reinforced concrete elements, 1 column and 2 beams, attached to a structural steel column in the upper level is studied. The object in question was subjected to the action of cyclic loads in a single...

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Detalhes bibliográficos
Principais autores: López, Nelson, Ugel, Ronald, Herrera, Reyes Indira
Formato: Online
Idioma:eng
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Publicado em: Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2019
Acesso em linha:https://revistas.uclave.org/index.php/gt/article/view/2076
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