The heavier axle moving at high speed over critical locations such as road or rail crossings may induce excessive vibrations, detrimental to structure and passenger comfort. To address this, vibration absorbers can be tuned to effectively reduce the vibrations caused by moving wheel loads. Traditional tuned mass systems and inerter-based devices often face limitations due to requirement of heavy mass and moving components. To overcome these challenges, this paper introduces a theoretical formulation for novel negative-stiffness inertial amplifier-based vibration absorber system (NSIABVA) to mitigate train-induced vibrations. To analyze a simply-supported bridge’s dynamics, an Euler–Bernoulli beam under successive loads is modeled using a non-dimensional framework. Additionally, optimization of NSIABVA using a genetic algorithm is proposed and shows strong agreement with Den Hartog’s classical theory for tuned mass systems, validating its accuracy. The proposed NSIABVA configuration offers superior vibration mitigation driven by significant effective mass and stiffness amplification for different values of frequency and mass tuning ratio. While conventional IABVAs reduce displacement by 50%–70%, the NSIABVA achieves a 70%–90% reduction. Unlike IABVA, which mainly enhances energy dissipation, NSIABVA also improves damping and structural load-bearing capacity. Additionally, statistical analysis identifies optimal absorber design parameters across diverse loading and bridge conditions, enhancing the system’s applicability.
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