Vibration suppression for high-speed railway bridges using tuned mass dampers
From MaRDI portal
Publication:1811571
zbMath1015.74505MaRDI QIDQ1811571
Publication date: 17 June 2003
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Related Items (8)
Modelling and passive control of flexible guiding hoisting system with time-varying length ⋮ The optimal design of dynamic systems with negative stiffness inertial amplifier tuned mass dampers ⋮ Axial force contribution to the out-of-plane response of horizontally curved beams under a moving mass excitation ⋮ Robust design strategy for multiple tuned mass dampers with consideration of frequency bandwidth ⋮ A method of reinforcement and vibration reduction of girder bridges using shape memory alloy cables ⋮ Vibration control of beams subjected to a moving mass using a successively combined control method ⋮ Impulsive vibration mitigation through a nonlinear tuned vibration absorber ⋮ A moving load amplitude spectrum for analyzing the resonance and vibration cancellation of simply supported bridges under moving loads
This page was built for publication: Vibration suppression for high-speed railway bridges using tuned mass dampers