The invention belongs to the technical field of bridge wind resistance, and discloses a large-span bridge wind-induced low-frequency
torsional vibration control device which is mainly composed of a fixed
pulley, a
rope, a
mass block, a spring and a
damper or an
actuator. Based on the characteristic that the two sides vertically vibrate in opposite phases during
torsional vibration of a bridge girder,
mass blocks are transversely and symmetrically arranged on the bridge girder in a
stress mode of
rope suspension and fixed
pulley transmission, so that the
mass blocks on the two sides are balanced in
self weight in a static state, and the
bearing capacity requirement of a spring or an
actuator and the
engineering cost are greatly reduced. Compared with a low-frequency
torsional vibration control traditional passive measure, the strength, the length, the number and the cost of the spring are greatly reduced, and the static deformation of the spring is greatly reduced. Compared with a low-frequency torsional
vibration control traditional active measure, the driving force and
power consumption requirements of the
actuator are greatly reduced, the weight is lighter, and the cost is lower. The device is also suitable for different-frequency torsional
vibration control and torsional vibration excitation of other
engineering structures, the function is powerful, and the application range is wide.