Step by step numerical time integration procedure is one of the popular methods for solving the equation of motion. So far, various algorithms have been developed to this end. In this paper, a new generation of these methods called structure dependent techniques are studied. The aforementioned schemes change their parameters according to the structural properties.These methods are unconditionally stable and they do not need any iterative procedures for solving nonlinear problems. Thus Regarding computational time and effort, structure-dependent methods are very efficient, especially in nonlinear behaviors. However, the problem of overshoot in the numerical solution has not been studied thoroughly. The goal of this paper is to investigate this problem in some of the well-known structure dependent techniques. To this end, a numerical example is evaluated. The results reveal that the new semi-explicit unconditionally stable algorithm based on the composite scheme (SEUSBC) has the best performance among the structure dependent techniques.