[1] Dolatabadi, P.D., et al., System identification method by using inverse solution of equations of motion in time domain and noisy condition. Physica A: Statistical Mechanics and its Applications, 2020. 538: p. 122680.
[2] Ghafory-Ashtiany, M. and M. Ghasemi, System identification method by using inverse solution of equations of motion in frequency domain. Journal of vibration and control, 2013. 19(11): p. 1633-1645.
[3] Dolatabadi, P.D., et al., Sensitivity of beam-column element stiffness matrix to the crack parameters. Journal of Vibroengineering, 2018. 20(4): p. 1708-1719.
[4] Alath, S., Modeling inelastic shear deformation in reinforced concrete beam-column joints. 1995.
[5] Beres, A., et al., Experimental results of repaired and retrofitted beam-column joint tests in lightly reinforced concrete frame buildings. Technical Rep. No. NCEER-92, 1992. 25.
[6] Biddah, A. and A. Ghobarah, Modelling of shear deformation and bond slip in reinforced concrete joints. Structural engineering and mechanics: An international journal, 1999. 7(4): p. 413-432.
[7] Anderson, M., D. Lehman, and J. Stanton, A cyclic shear stress–strain model for joints without transverse reinforcement. Engineering Structures, 2008. 30(4): p. 941-954.
[8] Ricci, P., et al., Experimental tests of unreinforced exterior beam–column joints with plain bars. Engineering Structures, 2016. 118: p. 178-194.
[9] Shayanfar, J., H.A. Bengar, and A. Parvin, Analytical prediction of seismic behavior of RC joints and columns under varying axial load. Engineering Structures, 2018. 174: p. 792-813.
[10] Sharma, A., R. Eligehausen, and G. Reddy, A new model to simulate joint shear behavior of poorly detailed beam–column connections in RC structures under seismic loads, Part I: Exterior joints. Engineering Structures, 2011. 33(3): p. 1034-1051.
[11] Girgin, S.C., İ.S. Misir, and S. Kahraman, Seismic performance factors for precast buildings with hybrid beam-column connections. Procedia engineering, 2017. 199: p. 3540-3545.
[12] Mohemmy, M. and V. Broujerdian, Valid simulation of bond-slip behavior between concrete and reinforcement. Journal of Civil and Environmental Engineering, 2021. 50(101): p. 73-82.
[13] Pantelides, C.P., et al., Seismic performance of reinforced concrete building exterior joints with substandard details. Journal of Structural Integrity and Maintenance, 2017. 2(1): p. 1-11.
[14] Zhang, X. and B. Li, Seismic performance of exterior reinforced concrete beam-column joint with corroded reinforcement. Engineering Structures, 2021. 228: p. 111556.
[15] Al-Bayati, A.F., Shear strength of reinforced concrete beam–column joints. Asian Journal of Civil Engineering, 2022: p. 1-33.
[16] Mousavi, S.S. and M. Dehestani. Influence of mixture composition on the structural behaviour of reinforced concrete beam-column joints: A review. in Structures. 2022. Elsevier.
[17] Liu, T., et al., Machine-learning-based models to predict shear transfer strength of concrete joints. Engineering Structures, 2021. 249: p. 113253.
[18] Sudarshan, N. and T. Chandrashekar Rao, Vibration Impact on Fresh Concrete of Conventional and UHPFRC. International Journal of Applied Engineering Research, 2017. 12(8): p. 1683-1690.
[19] Bowers, J.T., Nonlinear cyclic truss model for beam-column joints of non-ductile RC frames. 2014, Virginia Tech.
[20] SAP, V., 15.2. 1, CSI Analysis Reference Manual for SAP2000, ETABS, SAFE, and CSiBridge. Computers and Structures, Inc, 2013.
[21] Dodd, L. and J. Restrepo-Posada, Model for predicting cyclic behavior of reinforcing steel. Journal of structural engineering, 1995. 121(3): p. 433-445.
[22] Lowes, L.N. and A. Altoontash, Modeling reinforced-concrete beam-column joints subjected to cyclic loading. Journal of Structural Engineering, 2003. 129(12): p. 1686-1697.
[23] Peer, P., Ground motion database. Pacific Earthquake Engineering Research Center, 2014.