Increasing the damping ratio of materials to improve the damping property of concrete structure effectively and embodying the structural high damping has been a new way for structural vibration controlling.Based on the structural dynamics principle

the validity of improving the damping property for decreasing the vibration response was analyzed when the structures resonate.The dynamic responses of the normal concrete structure

local high damping concrete structure and entire high damping concrete structure were simulated by using ANSYS.The analysis included modal analysis and harmonic analysis

and the response results were compared.The results of analysis show that the dynamic property of the high damping concrete structure is improved

compared with that of the normal concrete structure.However

when the high damping concrete is only used in the columns of the structure

the results are close to that of entire high damping concrete structure.This study will be of reference value to design appropriate type of high damping concrete in civil engineering.