[1] Nakashima, M., Ogawa, K., & Inoue, K. (2002). Generic frame model for simulation of earthquake responses of steel moment frames. Earthquake engineering & structural dynamics, 31(3), 671-692.
[2] Khaloo, A. R., & Khosravi, H. (2013). Modified fish-bone model: A simplified MDOF model for simulation of seismic responses of moment resisting frames. Soil Dynamics and Earthquake Engineering, 55, 195-210.
[3] Palermo, D., & Vecchio, F. J. (2007). Simulation of cyclically loaded concrete structures based on the finite-element method. Journal of Structural Engineering, 133(5), 728-738.
[4] Mansour, M., & Hsu, T. T. (2005). Behavior of reinforced concrete elements under cyclic shear. I: Experiments. Journal of Structural Engineering, 131(1), 44-53.
[5] Mansour, M., & Hsu, T. T. (2005). Behavior of reinforced concrete elements under cyclic shear. II: Theoretical model. Journal of Structural Engineering, 131(1), 54-65.
[6] Park, H. G., & Klingner, R. E. (1997). Nonlinear analysis of RC members using plasticity with multiple failure criteria. Journal of Structural Engineering, 123(5), 643-651.
[7] PERFORM C (2006) 3D: Nonlinear Analysis and Performance Assessment for 3D Structures. Computers and Structures, Inc., Berkeley, California
[8] Prakash V, Powell GH, Campbell S (1993) DRAIN- 2DX Base Program Description and User Guide-Version 1.10. Report No. UCB/SEMM-93/17, Proceedings, Structural Engineering Mechanics and Materials, University of California, Berkeley, CA.
[9] Pacific Earthquake Engineering Research Center (PEER) (2001) Open system for earthquake engineering simulation. Berkeley, CA: University of California at Berkeley.
[10] Taucer, F., Spacone, E., & Filippou, F. C. (1991). A fiber beam-column element for seismic response analysis of reinforced concrete structures (Vol. 91, No. 17). Berkekey, California: Earthquake Engineering Research Center, College of Engineering, University of California.
[11] Petrangeli, M., Pinto, P. E., & Ciampi, V. (1999). Fiber element for cyclic bending and shear of RC structures. I: Theory. Journal of Engineering Mechanics, 125(9), 994-1001.
[12] Petrangeli, M. (1999). Fiber element for cyclic bending and shear of RC structures. II: Verification. Journal of engineering mechanics, 125(9), 1002-1009.
[13] Corley, W. G., Derecho, A., & Takayanagi, T. (1979). Analysis of inelastic shear deformation effects in reinforced concrete structural wall systems. Portland Cement Association.
[14] Prestandard, F. E. M. A. (2000). Commentary for the seismic rehabilitation of buildings (FEMA356). Washington, DC: Federal Emergency Management Agency, 7.
[15] Kabeyasawa, T., Shiohara, H., Otani, S., & Aoyama, H. (1983). Analysis of the full-scale seven-story reinforced concrete test structure. Journal of the Faculty of Engineering, 37(2), 431-478.
[16] Vulcano, A., & Bertero, V. V. (1987). Analytical models for predicting the lateral response of RC shear walls: Evaluation of their reliability (p. 92). Earthquake Engineering Research Center, College of Engineering, University of California.
[17] Vulcano, A., Bertero, V. V., & Colotti, V. (1988). Analytical modeling of RC structural walls. In Proceedings of 9th world conference on earthquake engineering (Vol. 6, pp. 41-46).
[18] Massone, L. M., & Wallace, J. W. (2004). Load-deformation responses of slender reinforced concrete walls. Structural Journal, 101(1), 103-113.
[19] Orakcal, K., & Wallace, J. W. (2004). Nonlinear modeling and analysis of slender reinforced concrete walls. ACI Structural Journal, (5), 688-698.
[20] Kolozvari, K., Orakcal, K., & Wallace, J. W. (2014). Modeling of cyclic shear-flexure interaction in reinforced concrete structural walls. i: Theory. Journal of Structural Engineering, 141(5), 04014135.
[21] Kolozvari, K., Tran, T. A., Orakcal, K., & Wallace, J. W. (2014). Modeling of cyclic shear-flexure interaction in reinforced concrete structural walls. II: Experimental validation. Journal of Structural Engineering, 141(5), 04014136.
[22] Kolozvari, K., Orakcal, K., & Wallace, J. W. (2015). Shear-Flexure Interaction Modeling of reinforced Concrete Structural Walls and Columns under Reversed Cyclic Loading. Pacific Earthquake Engineering Research Center, University of California, Berkeley, PEER Report, (2015/12).
[23] Kolozvari, K., & Wallace, J. W. (2016). Practical nonlinear modeling of reinforced concrete structural walls. Journal of Structural Engineering, 142(12), G4016001.
[24] Kim, D. K. (2016). Seismic response analysis of reinforced concrete wall structure using macro model. International Journal of Concrete Structures and Materials, 10(1), 99.
[25] Bao, Y., & Kunnath, S. K. (2010). Simplified progressive collapse simulation of RC frame–wall structures. Engineering Structures, 32(10), 3153-3162.
[26] Fischinger, M., Rejec, K., & Isaković, T. (2012, September). Modeling inelastic shear response of RC walls. In Proceedings, 15th World Conference on Earthquake Engineering (Vol. 2120).
[27] Magna, C. E., & Kunnath, S. K. (2012). Simulation of Nonlinear Seismic Response of Reinforced Concrete Structural Walls. In 15th World Conference on Earthquake Engineering.
[28] Colotti, V. (1993). Shear behavior of RC structural walls. Journal of Structural Engineering, 119(3), 728-746.
[29] Belarbi, A., & Hsu, T. T. (1994). Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete. Structural Journal, 91(4), 465-474.
[30] Pang, X. B. D., & Hsu, T. T. (1995). Behavior of reinforced concrete membrane elements in shear. Structural Journal, 92(6), 665-679.
[31] Fischinger, M., Vidic, T., Selih, J., Fajfar, P., Zhang, H. Y., & Damjanic, F. B. (1990). Validation of a macroscopic model for cyclic response prediction of RC walls. Computer Aided Analysis and Design of Concrete Structures, 2, 1131-1142.
[32] Fischinger, M. A. T. E. J., Vidic, T. O. M. A. Ž., & Fajfar, P. (1992). Nonlinear Seismic Analysis of Structural Walls Using the Multiple-Vertical-Line-Element Model'. Nonlinear Seismic Analysis of RC Buildings, H. Krawinkler and P. Fajfar (eds.), Elsevier Science Publishers Ltd, London and New York, 191-202.
[33] Linde, P., & Bachmann, H. (1994). Dynamic modelling and design of earthquake‐resistant walls. Earthquake engineering & structural dynamics, 23(12), 1331-1350.
[34] Thomsen, J. H., & Wallace, J. W. (1995). Displacement-based design of RC structural walls: an experimental investigation of walls with rectangular and T-shaped cross-sections. Clarkson University, Department of Civil Engineering.
[35] Filippou, F. C., Bertero, V. V., & Popov, E. P. (1983). Effects of bond deterioration on hysteretic behavior of reinforced concrete joints.