This invention discloses a vibration reduction method for constant stiffness railway tracks. This method, while ensuring the absolute constancy of the track stiffness, utilizes the
resonance principle to achieve effective vibration reduction through vibration absorbers, completely changing the traditional vibration reduction method that reduces track stiffness through a
mass-
spring system. In this method, vibration absorbers are pre-embedded in the
track bed and foundation. Precise
resonance tuning achieves the absorption and dissipation of vibration energy in specific frequency bands. The spring stiffness of the vibration absorber is calculated based on its own
mass and the
frequency band requiring vibration reduction, according to the formula for a single-degree-of-freedom undamped spring-
mass system. A precise track-vibration absorber
system model is established using a computer for
dynamic simulation calculations to predict the
system's vibration reduction performance. Based on the feedback information from the calculation results, the vibration absorber parameters and arrangement scheme are readjusted, and
simulation calculations are performed again. Through iterative optimization, the vibration reduction requirements are met.