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