Machine-learning-based models versus design-oriented models for predicting the axial compressive load of FRP-confined rectangular RC columns-Reference-Cited by-同舟云学术

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Machine-learning-based models versus design-oriented models for predicting the axial compressive load of FRP-confined rectangular RC columns

Published:2023-06 Issue: Volume:285 Page:116030
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Sayed Yehia A.K.,Ibrahim Alzhraa A.,Tamrazyan Ashot G.,Fahmy Mohamed F.M.

Funder

Egypt Ministry of Higher Education Cultural Affairs and Missions Sector

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference139 articles.

1. Mander JB, Priestley MJN, Park R. Theoretical Stress‐Strain Model for Confined Concrete. J Struct Eng 1988;114. https://doi.org/10.1061/(asce)0733-9445(1988)114:8(1804).

2. Design equations for axially loaded reinforced concrete columns strengthened with fibre reinforced polymer wraps;Thériault;Can J Civ Eng,2000

3. Design model for FRP-confined normal-and high-strength concrete square and rectangular columns;Lim;Mag Concr Res,2014

4. Modelling of rectangular RC columns strengthened with FRP;Maalej;Cem Concr Compos,2003

5. Limitations of FRP jacketing in confining old-type reinforced concrete members in axial compression;Tastani;J Compos Constr,2006

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