References
- E. BUCKINGHAM, “On Physically Similar Systems; Illustrations of the Use of Dimensional Equations” Physical Review, Vol. 4, No. 4, 1914, pp. 345-376.
- B. R. SEETHALAKSHMI, SRINIVAS VOGGU, “Dynamic Similitude Analysis for Establishing Scaled-Down Model to Predict Vibration Behavior of Precompressed Concrete Bridge Girder”, Iranian Journal of Science and Technology, Transactions of Civil Engineering volume 47, pages 1629–1641.
- XIAOYAN LEI, ZHENGUO WANG, KUN LUO, “Design, Verification, and Test of the Bridge Structure Vibration Similarity Model”, Journal of Aerospace Engineering, Volume 34, Issue 1
- ALI M. SYED, MOHAMMAD JAVED, BASHIR ALAM, “Similitude Analysis of Concrete Scaled Bridge Columns for Quasi-Static and Free Vibration Testing”, Journal of Mechanical and Civil Engineering (IOSR-JMCE) Volume 3, Issue 6 (Nov-Dec. 2012), PP 42-48.
- M. AMAREANU, I.R. RACANEL, C.N. NEACSU, D.D. MORLOVA, “Laboratory Scaled-Down Cementitious Concrete Model Used for Estimating the Bearing Capacity of a Bridge Girder Based on the Similitude Theory”– Materials 2023,16(24), 7559;
- MUHAMMAD HAMMAD, ALIREZA BAHRAMI, SIKANDAR ALI KHOKHAR,RAO ARSALAN KHUSHNOOD, “A State-of-the-Art Review on Structural Strengthening Techniques with FRPs” – Materials (Basel), 2024,17(6):1408. doi: 10.3390/ma17061408
- EHAB A. AHMED, M.ASCE; BRAHIM BENMOKRANE ; MAXIME SANSFAÇON, “Case Study: Design, Construction, and Performance of the La Chanceli è re Parking Garage ’ s Concrete Flat Slabs Reinforced with GFRP Bars”, 2017, Journal of Composites for Construction, https://doi.org/10.1061/(ASCE)CC.1943-5614.0000656
- .LU, C.; CAI, Q.; XU, K.; SHA, X.; YAN, Y. “Comparison of Flexural Behaviors between Plain and Steel-Fiber-Reinforced Concrete Beams with Hybrid GFRP and Steel Bars” Structures 2022, 43, 1–11.
- ABADEL, A.A. “Flexural Behaviour of RC Beams with a UHPFRC Top Layer and Hybrid Reinforcement of Steel and Glass Fiber Reinforced Polymer Bars. Case Stud.” Constr. Mater. 2024, 21, e04017.
- FENG, C.; LU, C.; WANG, J.; QIAN, H.; YAN, Y. “Shear Resistance and Calculation Method of GFRP-Reinforced Concrete Beams with CFRPMeshFabric as Shear Reinforcement. Case Stud.” Constr. Mater. 2024, 21, e03904.
- P. DZIOMDZIORA, P. SMARZEWSKI, “Reinforced Concrete Beams with FRP and Hybrid Steel – FRP Composite Bars: Load – Deflection Response, Failure Mechanisms, and Design Implications”, Materials 2025, 18, 4381 https://doi.org/10.3390/ma18184381