Investigation responses of the diagrid structural system of high-rise buildings equipped with Tuned mass damper using new dynamic method

Due to the shortage of land in cities and population growth, significance high rise buildings has risen. Controlling lateral displacement structures under different loading such as an earthquake is important issue for designers. One best systems diagrid method which built with diagonal elements no columns manufacturing tall buildings. In this study, effect distribution tuned mass damper (TMD) on structural responses was investigated using a new dynamic method. So, variable height TMDs solved example structure. The reason selection system formation stiffness matrix angular elements. Therefore, story drift, base shear behaviour were studied. obtained outcomes showed that does not significantly affect improving during earthquake. Furthermore, scheme represented study good performance analyzing systems.