In this research, it is attempted to investigate the effect of progressive failure on the maximum displacement of the structure as an unknown point, considering the type of high-order structural system, which is a pipe system in the pipe, which is a part of the new methods. The results of this analysis are analyzed. And analyze. In this research, the purpose of this study is to evaluate the behavior of high-rise buildings of 10 floors, 20 floors and 30 floors with a pipe-tube system in the pipe against the removal of critical columns.To this end, it is possible to improve the performance of pipe structures in the studied pipe in order to increase the resistance and stability of these structures against the crises and accidents by using the maximum displacement of the structures. The most important result obtained from this study is to obtain the behavior of the pipe structure in the pipe against the removal of the column and the progressive failure, its high resistance to breakthrough progression. The most important characteristic of the pipe structure in the tube is the existence of various load transfer paths, due to the fact that the columns are not very close to the structure