Seismic resistance structure on high-rise buildings is considered vital to be applied in present days to reduce structural damage caused by the earthquake. Therefore, it requires technology to control the dynamic response of the structure due to lateral forces, including earthquake force. Passive structure control system altering mass or stiffness and incorporating damping material is one representative technology in which could be applied. This study focuses on damping material-Pertamina asphalt with 60/70 penetration as the additional substance for the damper. Asphalt addition in seismic force damping system is to increase damping ratio on building structure and therefore lateral force from earthquake influencing it, is reduced and diverted to damping system. The behavior of asphalt on the shear test conducted on contact fields 9.3333, 23.0667, and 34.7 cm2 become the main objective of this research. The law of Hooke and force equilibrium dynamic equation is applied to analyze the damping ratio. Verdict on the investigation of this study has shown results to be supercritical (ζ > 1).