Keyphrases
Cable-stayed Bridge
100%
Cable
100%
Modal Damping
100%
Magnetorheological Fluid Damper
100%
Switching Control
100%
Magnetorheological Damper
80%
Cable Vibration
40%
Equivalent Modal Damping Ratios
40%
Switching Control Strategy
40%
Numerical Results
20%
Control Strategy
20%
Nonlinearity
20%
Engineering Structures
20%
Damper System
20%
System Response
20%
Damper
20%
Fitting Method
20%
Curve Fitting
20%
Applied Voltage
20%
High Linearity
20%
Estimation Approaches
20%
Semi-active Control
20%
Vibration Mitigation
20%
Semi-active
20%
Smart Damping
20%
Level of Response
20%
Maximum Energy Dissipation
20%
Viscous Damper
20%
Frequency Response Analysis
20%
Inclination Effect
20%
Response Amplitude
20%
Accuracy Analysis
20%
Semi-active Vibration Control
20%
System Equivalent
20%
Active Implementation Frameworks
20%
Sag Effect
20%
Challenging Problems
20%
Damping Capability
20%
Universal Estimation
20%
Engineering
Magnetorheological Damper
100%
Control Switch
100%
Control Strategy
75%
Damping Ratio ζ
50%
Nonlinearity
50%
Design Stage
25%
System Response
25%
Applied Voltage
25%
Engineering Structure
25%
Damper System
25%
Energy Dissipation
25%
Viscous Damper
25%
Active Vibration Control
25%
Fitting Procedure
25%
Theoretical Study
25%
Active Control
25%
Frequency Response
25%