Revisiting the Shear Design Provisions for FRP-RC Deep Beams Without Stirrups
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-63280-8_6
Reference26 articles.
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2. Rezaul Karim M, Islam K, Muntasir Billah AHM, Shahria Alam M (2023) Shear strength prediction of slender concrete beams reinforced with FRP rebar using data-driven machine learning algorithms. https://doi.org/10.1061/(ASCE)
3. Alguhi H, Tomlinson D (2021) One-way shear strength of FRP–reinforced concrete members without stirrups: design provision review. J Compos Construct. https://doi.org/10.1061/(asce)cc.1943-5614.0001125
4. Nehdi M, El Chabib H, Saïd AA (2007) Proposed shear design equations for FRP-reinforced concrete beams based on genetic algorithms approach. J Mater Civil Eng 19(12):1033–1042. https://doi.org/10.1061/ASCE0899-1561200719:121033
5. Shahnewaz M, Machial R, Alam MS, Rteil A (2016) Optimized shear design equation for slender concrete beams reinforced with FRP bars and stirrups using Genetic Algorithm and reliability analysis. Eng Struct 107:151–165. https://doi.org/10.1016/j.engstruct.2015.10.049
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