ACI (2019). ACI 318-19 Building Code Requirements for Structural Concrete and Commentary. In 318-19 Building Code Requirements for Structural Concrete and Commentary. https://doi.org/10.14359/51716937
Apandi, N.M., Ma, C.K., Chin, C.L., Awang, A.Z., Omar, W., Rashid, A.S.A., & Zailani, W.W.A. (2023). Preliminary pre-damaged level assessment for concrete structures: A review. In Structures. https://doi.org/10.1016/j.istruc.2023.05.130
Di Ludovico, M., Balsamo, A., Prota, A., & Manfredi, G. (2008). Comparative assessment of seismic rehabilitation techniques on a full scale 3-story RC moment frame structure. Structural Engineering and Mechanics. https://doi.org/10.12989/sem.2008.28. 6.727
Esmaeeli, E., & Barros, J.A.O. (2015). Flexural strengthening of RC beams using Hybrid Composite Plate (HCP): Experimental and analytical study. Composites Part B: Engineering. https://doi.org/10.1016/j.compositesb.2015.05.003
Han, T., Dong, Z., Zhu, H., Wu, G., & Zhao, X. (2023). Compression behavior of concrete columns combinedly confined by FRP externally wrapped Fe-SMA strips. Engineering Structures. https://doi.org/10.1016/j.engstruct.2023.116754
Ji, J., Han, T., Dong, Z., Zhu, H., Wu, G., Wei, Y., & Soh, C. K. (2023). Performance of concrete columns actively strengthened with hoop confinement: A state-of-the-art review. In Structures. https://doi.org/10.1016/j.istruc.2023.05.038
Kent, D.C., & Park, R. (1971). Flexural members with confined concrete. Journal of the Structural Division.
Le-Trung, K., Lee, K., Lee, J., Lee, D. H., & Woo, S. (2010). Experimental study of RC beam-column joints strengthened using CFRP composites. Composites Part B: Engineering. https://doi.org/10.1016/j.compositesb.2009.06.005
Mostofinejad, D., & Hajrasouliha, M. (2019). 3D beam-column corner joints retrofitted with X-shaped FRP sheets attached via the EBROG technique. Engineering Structures. https://doi.org/10.1016/j.engstruct.2019.01.038
Nateghi-Alahi, F., & Shokrzadeh, M.R. (2019). Behavior considerations for mechanical rebar couplers. Behavior Considerations for Mechanical Rebar Couplers, 30-41. https://isn.ac/XBHB-EZGFF
Realfonzo, R., Napoli, A., & Pinilla, J.G.R. (2014). Cyclic behavior of RC beam-column joints strengthened with FRP systems. Construction and Building Materials. https://doi.org/10.1016/j.conbuildmat.2013.12.043
Shokrzadeh, M.R. (2017). Numerical Modeling of Reinforced Concrete Joints Reinforced with FRP in Software ABAQUS. 2017/1/26, 10-22.
Shokrzadeh, M.R. (2024). Experimental Study of Seismic behavior and Modification of the Failure Region of Mechanical Bar Splices in Reinforced Concrete Vertical Elements. Islamic Azad University Science and Research Branch.
Shokrzadeh, M.R., & Aziminejhad, A. (2018). Investigating of the performance of different diagonal brace patterns in rehabilitation Lightweight Steel Frame (LSF). Analysis of Structure and Earthquake, 1(1), 1.
Shokrzadeh, M.R., Aziminejad, A., & Moghaddam, A.S. (2024). Evaluation of various FRP strengthening configurations for RC beam-column joints. Bridge Structures, Preprint (Preprint), 1-21. https://doi.org/10.3233/BRS-240223
Shokrzadeh, M., Aziminejhad, A., & Sarvghad-moghaddam, A. (2016). Hysteretic behavior of concrete connections strengthened by X-shape FRP strips. Analysis of Structure and Earthquake, 12(4), 29-40. https://civil-strj.maragheh.iau.ir/article_525485.html
Shokrzadeh, M.R., Nateghi-Alahi, F., Mansoori, M.R., & Javadi, P. (2023). The improvement of the threaded-based mechanical splice by modifying the threaded system: Study of techniques cold rolling and rotating friction welding. Journal of Building Engineering, 80, 107964. https://doi.org/10.1016/J.JOBE.2023.107964
Shokrzadeh, M.R., & Nateghi-Alahi, F. (2022). Evaluation of hybrid NSM-CFRP technical bars and FRP sheets for seismic rehabilitation of a concrete bridge pier. Bridge Structures, 18(3-4), 75-88. https://doi.org/10.3233/BRS-290180
Shokrzadeh, M.R., Nateghi Allahe, F., Mansoori, M. R. & Javadi, P. (2022). Failure area evaluation of the coupler with threaded bar: Experimental and Numerical study. International Journal of Advanced Structural Engineering, 12(1), 531-543. https://doi.org/10.1007/IJASE.2022.692294
Shokrzadeh, M.R., Oveyci, A.M., Pourmirza, R. & Shaifi, M. (2024). Seismic retrofitting of concrete beam-column connections using FRP strip and CFRP bar with NSM technique. 9th International Conference on Seismology and Earthquake Engineering (SEE9).
Shrestha, R., Smith, S.T., & Samali, B. (2009). Strengthening RC beam-column connections with FRP strips. Proceedings of the Institution of Civil Engineers: Structures and Buildings. https://doi.org/10.1680/stbu.2009.162.5.323
Simulia, & ABAQUS. (2019). Abaqus User's Manual version 2019. In Dassault Systèmes Simulia Corp.: Providence, RI, USA.
Sumer, Y. & Aktas, M. (2015). Defining parameters for concrete damage plasticity model. Challenge Journal of Structural Mechanics. https://doi.org/10.20528/cjsmec.2015.07.023
Vilanova, I., Torres, L., Baena, M., & Llorens, M. (2016). Numerical simulation of bond-slip interface and tension stiffening in GFRP RC tensile elements. Composite Structures, 153, 504-513. https://doi.org/10.1016/j.compstruct.2016.06.048