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Author

Haytham Bouzid

ORCID: 0000-0002-3506-1693
Observed ORCID: 0000-0002-3506-1693
OpenAlex ID: A5070851166
Ultimate behavior of RC beams strengthened in flexure using FRP material
2023 · Haytham Bouzid, Benferhat Rabia, et al. · Engineering Structures · 18
New model for confinement of reinforced concrete columns with an ultra-high strength close to 200 MPa
2019 · Halima Abdesselam, Amar Kassoul, et al. · Engineering Structures · 12
Curvature ductility of high strength concrete beams according to Eurocode 2
2016 · Haytham Bouzid, Amar Kassoul · STRUCTURAL ENGINEERING AND MECHANICS · 6
Curvature ductility prediction of high strength concrete beams
2018 · Haytham Bouzid, Amar Kassoul · STRUCTURAL ENGINEERING AND MECHANICS · 5
Numerical evaluation of shear strength of CFS shear wall panel with OSB sheathing
2023 · Idriss Rouaz, Haytham Bouzid · Structures · 4
Colorimetric Quality Monitoring of Carob Syrup Using Smartphone-Embedded Machine Learning
2025 · Badreddine Moussaoui, Abdallah Rahali, et al. · Food Analytical Methods · 2
Investigation of screw assembly on cold-formed steel members: experimental and numerical studies
2024 · Idriss Rouaz, Sid Ali Rafa, et al. · Asian Journal of Civil Engineering · 2
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Integrating starch-red cabbage anthocyanin intelligent films with artificial neural networks for real-time monitoring of poultry freshness
2026 · Badreddine Moussaoui, Abdallah Rahali, et al. · Food and Bioproducts Processing · 1
Comparative Design of an Industrial Building: Cold Formed Steel versus Hot Rolled Steel
2024 · Idriss Rouaz, Haytham Bouzid, et al. · Electronic Journal of Structural Engineering · 1
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Curvature Ductility of Confined HSC Columns
2023 · Haytham Bouzid, Benferhat Rabia, et al. · Lecture notes in civil engineering · 1
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Hybrid machine learning model for accurate prediction of compressive strength for CFRP-confined non-circular concrete columns
2026 · Nadia Diboune, Mohammed Berradia, et al. · Mechanics of Advanced Materials and Structures
Works count: 12
Citation count: 52
H-index: 4
I10-index: 2
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