Ensayos de resistencia de pórticos de concreto a escala, reforzados con CFRP en los nudos

The results of an experimental study of four scale concrete frames (1:2) subjected to monotonic load are presented. The four frames were designed and constructed without confinement zones in the joints and considering only the gravitational load. Two of the four concrete frames of concrete were rein...

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Bibliographic Details
Main Authors: Andrés Duque, Ingrid Amazo, Daniel Ruiz
Format: Article
Language:Spanish
Published: Universidad Distrital Francisco Jose de Caldas 2011-06-01
Series:Tecnura
Subjects:
Online Access:http://tecnura.udistrital.edu.co/downloads/revista28/conciencias/articulo28-7.pdf