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Computers and Concrete
  Volume 8, Number 5, October 2011 , pages 597-616
DOI: https://doi.org/10.12989/cac.2011.8.5.597
 


Modeling the confined compressive strength of hybrid circular concrete columns using neural networks
Andres W.C. Oreta and Jason M.C. Ongpeng

 
Abstract
    With respect to rehabilitation, strengthening and retrofitting of existing and deteriorated columns in buildings and bridges, CFRP sheets have been found effective in enhancing the performance of existing RC columns by wrapping and bonding CFRP sheets externally around the concrete. Concrete columns and piers that are confined by both lateral steel reinforcement and CFRP are sometimes referred to as
 
Key Words
    confined concrete; column; compressive strength; carbon fiber; neural network; retrofit.
 
Address
Andres W.C. Oreta and Jason M.C. Ongpeng: De La Salle University 2401 Taft Ave., Manila, Philippines
 

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