Concrete shear walls are one of the most commonly systems of resistance to lateral forces in buildings. Considering that the design of concrete shear walls is not within the economic elastic range, simulating a nonlinear wall response to use ofnonlinear capacity is an important issue. The accuracy of existing analytical models is one of the unidentified aspects in predicting non-linear response of walls. The analysis of the finite element of the shear wall provides precise results that are used as a basis for comparison. In this method, a lot of time is required for calculations, and it is also difficult to use this method, which is not suitable for research purposes except for research cases. So, generally, simplified methods are used to model the nonlinear behavior of the shear wall. Due to the uncertainties in the accuracy of the results of the analysis in simplified methods, there are different methods for shear modeling. In this paper, a rigid link with nonlinear joints and fiber joints in sap2000 software was used to predict nonlinear behavior of the wall. First, the modeling results are compared with each other using rigid linking and experimental results, and since the results of the modeling are in line with the rigorous link between the results and the experimental results, it can be concluded that the above model can predict nonlinear response Shear walls.