Keyphrases
Cable-stayed Bridge
100%
Cable Vibration
100%
Vibration Mitigation
100%
Negative Stiffness Damper
100%
Flexural Rigidity
50%
Cable
33%
Stiffness Coefficient
33%
Viscous Damper
33%
Negative Stiffness
33%
Damper
16%
Numerical Simulation Results
16%
Transverse Direction
16%
High Damping
16%
Damping Ratio
16%
Vibration Test
16%
Damping Properties
16%
Dynamic Loading
16%
Cable Model
16%
Vibration Control Performance
16%
Tunable Stiffness
16%
Excessive Vibrations
16%
Magnetic Negative Stiffness
16%
Negative Stiffness Spring
16%
Low Damping
16%
Engineering
Flexural Rigidity
100%
Viscous Damper
66%
Boundary Condition
66%
Experimental Result
33%
Experimental Investigation
33%
Damping Ratio ζ
33%
Vibration Control
33%
Simulation Result
33%
Damping Property
33%
Spring Stiffness
33%
Dynamic Loads
33%