Proposed Slenderness Limit for Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns Based on Experiments and Buckling Analysis-Reference-Cited by-同舟云学术

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Proposed Slenderness Limit for Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns Based on Experiments and Buckling Analysis

Published:2020-01 Issue:1 Volume:117 Page:
ISSN:0889-3241
Container-title:ACI Structural Journal
language:
Short-container-title:

Author:

Abdelazim Waseem,Mohamed Hamdy M.,Afifi Mohammad Z.,Benmokrane Brahim

Publisher

American Concrete Institute

Subject

Building and Construction,Civil and Structural Engineering

Cited by 43 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Verification of the P–delta effect for fiber reinforced UHPC short columns;Construction and Building Materials;2024-09

2. Numerical analysis and experimental study of seismic performance of assembled concrete structures;Journal of Computational Methods in Sciences and Engineering;2024-08-14

3. Eccentrically compressed behavior of UHPC columns considering the P-delta effect;Engineering Structures;2024-08

4. Transfer learning-based confinement strength prediction of concrete confined by FRP transverse reinforcements;Engineering Structures;2024-07

5. Axial Load-Bending Moment (P-M) Interaction of Geopolymer Fiber-Reinforced Concrete Slender Columns Reinforced with Steel, Glass Fiber-Reinforced Polymer, or Hybrid Double Layer;ACI Structural Journal;2024-07-01

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