[1] Halvorsen, G. T., Poston, R. W., Barlow, P., Fowler, D. W., Palmbaum, H. M., Barth, F. G., ... & Hansen, W. (2002). 224.3 R-95: Joints in Concrete Construction (Reapproved 2013). American Concrete Institute, ACI Committee, 224.
[2] Masi, A., Santarsiero, G., Lignola, G. P., & Verderame, G. M. (2013). Study of The Seismic Behavior of External RC Beam–Column Joints Through Experimental Tests and Numerical Simulations. Engineering Structures, 52, 207-219.
[3] Li, B., & Leong, C. L. (2015). Experimental and Numerical Investigations of The Seismic Behavior of High-Strength Concrete Beam-Column Joints With Column Axial Load. Journal of Structural Engineering, 141(9), e04014220.
[4] Barbhuiya, S., & Choudhury, A. M. (2015). A Study on The Size Effect of RC Beam–Column Connections Under Cyclic Loading. Engineering Structures, 95, 1-7.
[5] Somma, G., Pieretto, A., Rossetto, T., & Grant, D. N. (2015). RC Beam To Column Connection Failure Assessment and Limit State Design. Materials and Structures, 48(4), 1215-1231.
[6] Ning, N., Qu, W., & Ma, Z. J. (2016). Design Recommendations For Achieving “Strong Column-Weak Beam” In RC Frames. Engineering Structures, 126, 343-352.
[7] Mangalathu, S., & Jeon, J. S. (2018). Classification of Failure Mode and Prediction of Shear Strength For Reinforced Concrete Beam-Column Joints Using Machine Learning Techniques. Engineering Structures, 160, 85-94.
[8] Yang, H., Zhao, W., Zhu, Z., & Fu, J. (2018). Seismic Behavior Comparison of Reinforced Concrete Interior Beam-Column Joints Based on Different Loading Methods. Engineering Structures, 166, 31-45.
[9] Oinam, R.M., Kumar, P., & Sahoo, D.R. (2019). Cyclic Performance of Steel Fiber-Reinforced Concrete Exterior Beam-Column Joints. Earthquakes and Structures, 16(5), 533-546.
[10] Alaee, P., & Li, B. (2020). Analytical Investigations of Reinforced Concrete Beam–Column Joints Constructed Using High-Strength Materials. Journal of Earthquake Engineering, 24(5), 774-802.
[11] Park, S. H., Yoon, D., Kim, S., & Geem, Z. W. (2021). Deep Neural Network Applied to Joint Shear Strength for Exterior RC Beam-Column Joints Affected by Cyclic Loadings. In Structures ,Elsevier, 33, 1819-1832.
[12] Borujerdi, A.S., et al. (2021). Evaluation of Structural Performance For Beam-Column Joints With High-Strength Materials Under Cyclic Loading Using PIV Technique. Journal of Building Engineering, e103283.
[13] Tonidis, M., & Sharma, A. (2021). Numerical Investigations on The Influence of Transverse Beams and Slab on The Seismic Behavior of Substandard Beam-Column Joints. Engineering Structures, 247, e113123.
[14] Sachdeva, P., Roy, A. D., & Kwatra, N. (2021). Behaviour of Steel Fibers Reinforced Exterior Beam-Column Joint Using Headed Bars Under Reverse Cyclic Loading. In Structures, 33, 3929-3943.
[15] Vidjeapriya, R., & Jaya, K. P. (2012). Experimental Study on Two Simple Mechanical Precast Beam-Column Connections Under Reverse Cyclic Loading. Journal of Performance of Constructed Facilities, 27(4), 402-414.
[16] Shariatmadar, H., & ZAMANI, B. E. (2014). An Investigation of Seismic Response of Precast Concrete Beam to Column Connections: Experimental Study. Asian Journal of Civil Engineering-Building And Housing, 15.
[17] Parastesh, H., Hajirasouliha, I., & Ramezani, R. (2014). A New Ductile Moment-Resisting Connection For Precast Concrete Frames In Seismic Regions: An experimental investigation. Engineering Structures, 70, 144-157.
[18] Adibi, M., Talebkhah, R., & Yahyaabadi, A. (2019). Simulation of Cyclic Response of Precast Concrete Beam-Column Joints. Computers and Concrete, 24(3), 223-236.
[19] Yu, J., Zhang, W., Tang, Z., Guo, X., & Pospíšil, S. (2020). Seismic Behavior of Precast Concrete Beam-Column Joints With Steel Strand Inserts Under Cyclic Loading. Engineering Structures, 216, e110766.
[20] Tarabia, A. M., Etman, E. E., Allam, S. M., & Aboelhassan, M. G. (2021). Modeling of Precast Reinforced Concrete Beam-column Joints Under Cyclic Loading. Journal of Earthquake Engineering, 26(14), 7626-7655.
[21] Elsanadedy, H. M. (2021). New Moment-Resisting Beam-Column Joints to Increase Progressive Collapse Resistance of Precast Concrete Buildings. Journal of Building Engineering, 44, e102884.
[22] Roy, B., & Laskar, A. I. (2017). Cyclic Behavior of In-Situ Exterior Beam-Column Subassemblies With Cold Joint In Column. Engineering Structures, 132, 822-833.
[23] Roy, B., & Laskar, A. I. (2018). Beam–Column Subassemblies With Construction Joint In Columns Above and Below The Beam. Magazine of Concrete Research, 70(2), 71-83.
[24] Alfarah, B., López-Almansa, F., & Oller, S. (2017). New Methodology For Calculating Damage Variables Evolution in Plastic Damage Model for RC structures. Engineering Structures, 132, 70-86.
[25] Desayi, P., & Krishnan, S. (1964). Equation For The Stress-Strain Curve of Concrete. In Journal Proceedings, 61(3), 345-350.
[26] Majewski, S. (2003). The Mechanics of Structural Concrete In Terms of Elasto-Plasticity. Publishing House of Silesian University of Technology, Gliwice.
[27] Massicotte, B., Elwi, A. E., & MacGregor, J. G. (1990). Tension-Stiffening Model For Planar Reinforced Concrete Members. Journal of Structural Engineering, 116(11), 3039-3058.
[28] Beverly, P. (2010). fib Model Code For Concrete Structures. New York: Wiley.
[29] Lubliner, J., Oliver, J., Oller, S., & Oñate, E. (1989). A Plastic-Damage Model For Concrete. International Journal of Solids and Structures, 25(3), 299-326.
[30] Tao, Y., & Chen, J. F. (2015). Concrete Damage Plasticity Model For Modeling FRP-To-Concrete Bond Behavior. Journal of Composites For Construction, 19(1), e04014026.
[31] Al-Chaar, G., Issa, M., & Sweeney, S. (2002). Behavior of Masonry-Infilled Nonductile Reinforced Concrete Frames. Journal of Structural Engineering, 128(8), 1055-1063.
[32] Shah, S.G., & Kishen, J.C. (2010). Nonlinear Fracture Properties of Concrete–Concrete Interfaces. Mechanics of Materials, 42(10), 916-931.
[33] Júlio, E. N. B. S., Dias-da-Costa, D., Branco, F. A. B., & Alfaiate, J. M. V. (2010). Accuracy of Design Code Expressions For Estimating Longitudinal Shear Strength of Strengthening Concrete Overlays. Engineering Structures, 32(8), 2387-2393.
[34] ACI, A. (2014). Building Code Requirements for Structural Concrete (ACI 318-14): Commentary on Building Code Requirements for Structural Concrete (ACI 318r-14): An ACI Report.
[35] Hibbett., Karlsson., & Sorensen. (1998). ABAQUS/standard: User's Manual, Vol. 1.
[36] Gere, J. M., & Timoshenko, S. P. (1997). Mechanics of Materials. Boston : PWS Publishing Company.
[37] Gerges, N. N., Issa, C. A., & Fawaz, S. (2015). Effect of Construction Joints on The Splitting Tensile Strength of Concrete. Case Studies in Construction Materials, 3, 83-91.
[38] Issa, C. A., Gerges, N. N., & Fawaz, S. (2014). The Effect of Concrete Vertical Construction Joints on The Modulus of Rupture. Case Studies in Construction Materials, 1, 25-32.
[39] Shah, S. G., & Kishen, J. C. (2010). Fracture Behavior of Concrete–Concrete Interface Using Acoustic Emission Technique. Engineering Fracture Mechanics, 77(6), 908-924.
[40] Park, R. (1989). Evaluation of Ductility of Structures and Structural Assemblages From Laboratory Testing. Bulletin of the New Zealand Society for Earthquake Engineering, 22(3), 155-166.
[41] Paulay, T., & Priestley, M. N. (1992). Seismic Design of Reinforced Concrete and Masonry Buildings. New York: Wiley.
[42] American Society of Civil Engineering. (2007). Seismic Rehabilitation of Existing Buildings.
[43] Council, B. S. S. (2000). Prestandard and Commentary for The Seismic Rehabilitation of Buildings (FEMA-356).
[44] Hwang, S. K., & Yun, H. D. (2004). Effects of Transverse Reinforcement on Flexural Behaviour of High-Strength Concrete Columns. Engineering Structures, 26(1), 1-12.
[45] Priestley, M., & Park, R. (1987). Strength and Ductility of Concrete Bridge Columns Under Seismic Loading. Structural Journal, 84(1), 61-76.