Shear response of reinforced concrete deep beams with and without web opening
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)
Link
https://link.springer.com/content/pdf/10.1007/s41062-023-01286-4.pdf
Reference37 articles.
1. Liu J, Mihaylov B (2020) Shear strength of RC deep beams with web openings based on two-parameter kinematic theory. Struct Concr 21:349–361. https://doi.org/10.1002/suco.201800356
2. Alius F, Piscesa B, Faimun F, Alrasyid H (2020) Non-linear finite element analysis of reinforced concrete deep beam with web opening. J Civ Eng 35:3. https://doi.org/10.12962/j20861206.v35i1.7480
3. Farouk MA, Moubarak AMR, Ibrahim A, Elwardany H (2023) New alternative techniques for strengthening deep beams with circular and rectangular openings. Case Stud Constr Mater 19:e02288. https://doi.org/10.1016/j.cscm.2023.e02288
4. Quadri AI, Fujiyama C (2023) Assessment of repaired reinforced concrete dapped-end beams exhibiting bond deterioration under static and cyclic loading. Constr Build Mater 403:133070. https://doi.org/10.1016/j.conbuildmat.2023.133070
5. Magade SB, Ingle RK (2020) Comparison of moments for pile-cap design. Soil Mech Found Eng 56:414–419. https://doi.org/10.1007/s11204-020-09624-9
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