Assessment of strength, stiffness, and deformation capacity of concrete squat walls reinforced with GFRP bars

Assessment of strength, stiffness, and deformation capacity of concrete squat walls reinforced with GFRP bars

Abstract : The present study addressed the feasibility of reinforced-concrete squat walls totally reinforced with GFRP bars to attain reasonable strength and drift requirements as specified in different codes. Nine large-scale squat walls with aspect ratio (height to length ratio) of 1.33—one reinfo...

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Bibliographic Details
Main Author: Arafa, Ahmed
Other Authors: Benmokrane, Brahim
Language:English
Published: Université de Sherbrooke 2017
Subjects:
Squat walls
GFRP bars
Seismic
Sliding shear
Residual displacement
Flexural and shear deformations
Stiffness
Concrete
Hysteretic response
Web reinforcement
Voiles courts
Béton
Barres d’armature en polymère renforcé de fibre de verre (PRFV)
Sismique
Réponse hystérétique
Rupture par glissement
Déplacement résiduel
Armature de l’âme
Déformation due à la flexion et à l’effort tranchant
Rigidité
Online Access:http://hdl.handle.net/11143/11057

Internet

http://hdl.handle.net/11143/11057

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