Elliptic-type thin-walled structure tuned mass damper used for vibration control of bridge stay cable
A technology of tuning mass damping and vibration control, which is applied to bridges, bridge parts, bridge forms, etc., can solve the problems of poor vibration damping effect, complex theoretical analysis, and inability to guarantee mass blocks, etc., to achieve simple structure, simplified theoretical analysis, High torque rigidity effect
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specific Embodiment approach 1
[0013] Specific implementation mode one: combine figure 1 with figure 2 To illustrate this embodiment, the elliptical thin-walled structure tuned mass damper for bridge cable vibration control described in this embodiment includes a cable sleeve 1, a mass cylinder 2, an adjustable mass 3 and four steel cylinders 4, The cable sleeve 1 is inserted in the mass cylinder 2, the adjustable mass block 3 is fixedly installed on the inner wall of the mass cylinder 2, and the four steel cylinders 4 are evenly arranged on the outer wall of the cable sleeve 1 and the mass cylinder 2 along the circumferential direction. between the inner walls.
specific Embodiment approach 2
[0014] Specific implementation mode two: combination figure 1 with figure 2 Describe this embodiment, the diameter of the cable sleeve 1 of the elliptical thin-walled structure tuned mass damper used for bridge cable vibration control in this embodiment is determined by the outer diameter of the stay cable, and the wall thickness of the cable sleeve 1 is determined according to The project needs to choose 3~10mm.
specific Embodiment approach 3
[0015] Specific implementation mode three: combination image 3 with Figure 4 To illustrate this embodiment, the cross section of the steel cylinder 4 of the elliptical thin-walled tuned mass damper used for vibration control of bridge cables in this embodiment is elliptical. According to the dynamic characteristics and vibration control requirements of the stay cables, the major axis and minor axis dimensions of the elliptical steel cylinder section and the wall thickness of the steel cylinder are determined. Using the energy method, according to image 3 Calculate the force-displacement relationship curve in the horizontal direction (x~F x (x)), and use the third-degree polynomial fitting results respectively as the force and deformation model of the steel cylinder 4 in the horizontal direction. Using the energy method, according to Figure 4 Calculate the force-displacement relationship curve in the vertical direction (y~F y (y)), and the second degree polynomial fitt...
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