Engineering
Cable Stayed Bridges
100%
Parametric Optimization
100%
Bending Stiffness
50%
Input Voltage
50%
Bridge Design
50%
Viscous Damper
50%
Inclination Angle
50%
Exciting Frequency
50%
Field Test Result
50%
Displacement Amplitude
50%
Optimal Design Method
50%
Lord Corporation
50%
Design Method
50%
Keyphrases
Cable-stayed Bridge
100%
Cable Vibration
100%
Magnetorheological Damper
100%
Parameter Optimization
100%
Empirical Formula
20%
Cable
20%
Amplitude Frequency
20%
Design Curves
20%
Bridge Design
20%
Viscous Damper
20%
Inclination Angle
20%
Excitation Frequency
20%
Bending Stiffness
20%
Input Voltage
20%
Viscous Model
20%
Optimal Design Method
20%
Displacement Amplitude
20%
Viscous Coefficient
20%