Structural Reliability of GFRP-RC Slab Column Connections Based on a Data-Driven Robust Algorithm: Punching Shear Limit State-Reference-Cited by-同舟云学术

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Structural Reliability of GFRP-RC Slab Column Connections Based on a Data-Driven Robust Algorithm: Punching Shear Limit State

Published:2025-04 Issue:2 Volume:29 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Ali Osama¹,Farah Khalid¹²,Madkour Hany¹,Bigaud David³^ORCID

Affiliation:

1. Aswan Univ.

2. Imam Mohammad Ibn Saud Islamic Univ.,

3. Univ. Angers

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4610

Reference54 articles.

1. ACI (American Concrete Institute). 2015. Guide for the design and construction of concrete reinforced with FRP bars. ACI 440.1R-15. Farmington Hills, MI: ACI.

2. ACI (American Concrete Institute). 2019. Building code requirements for structural concrete. ACI CODE-318.19. Farmington Hills, MI: ACI.

3. ACI (American Concrete Institute). 2022. Building code requirements for structural concrete reinforced with glass fiber reinforced polymer (GFRP) bars. ACI CODE-440.11-22. Farmington Hills, MI: ACI.

4. Punching Shear Strength of FRP-Reinforced Concrete Slabs without Shear Reinforcements: A Reliability Assessment

5. Support vector machine-based reliability analysis of concrete dams;Ardebili M. A. H.;J. Soil Dyn. Earthquake Eng.,2018

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