实际结构中的有侧移柱和同层中其它抗侧力构件的变形是相互作用的，其变形性能和独立柱的变形性能是不同的。本文通过三榀高强混凝土有侧移柱的试验，从一个较新的角度，研究了高强混凝土有侧移柱考虑变形支撑作用的变形性能，得出了一些具有理论和实用意义的结论。 In the actual structure, there is interaction between the displacement column and the deformation of other anti-side members in the same layer, and its deformation performance is different from that of the independent column. In this paper, we test the deformation behavior of high-strength concrete with side-shifting columns under the effect of deformation and support from a relatively new perspective. The conclusions of the theory and practical significance are obtained.