In skyscraper structure vibration produces because of wind intensity. This wind intensity transferred into dynamic load which cause the structure and along its connected portion structure create problem. The type of high rise structure mass create huge problem in the height increases, but the modified shape as well as some passive energy control system reducing lateral load on the structure. The effect modified shape of structure with great height analyses for along, across direction and twisting of structure in Etab. Base on the analysis results, it has been concluded that effect of tune mass damper intermediate stories play significant role to decreases the natural frequency and lateral displacement in skyscraper.