Keyphrases
Long-span Cable-stayed Bridge
100%
Buffeting Response
100%
Coordinate System
100%
Skew Wind
100%
Pseudo-excitation Method
50%
Buffeting Force
50%
Velocity Fluctuation
50%
Bridge Components
50%
Aerodynamics
25%
Buffeting Analysis
25%
Damping Matrix
25%
Stiffness Matrix
25%
Finite Element
25%
Wind Turbulence
25%
Aeroelasticity
25%
Element-by-element
25%
Orthogonal Components
25%
Multi-mode
25%
Interarea Modes
25%
Mode Coupling
25%
Flutter Derivatives
25%
Strip Theory
25%
Quasi-steady Theory
25%
Mean Wind
25%
Six-component
25%
Aerodynamic Coupling
25%
Multi-spatial
25%
Spatial Mode
25%
Spatial Points
25%
Self-excited Force
25%
Engineering
Buffeting Response
100%
Coordinate System
100%
Excitation Method
50%
Buffeting Force
50%
Velocity Fluctuation
50%
Bridge Components
50%
Cross Section
50%
Aerodynamics
50%
Multimode
25%
Damping Matrix
25%
Wind Turbulence
25%
Strip Theory
25%
Orthogonal Component
25%
Frequency Domain
25%
Stiffness Matrix
25%
Finite Element Analysis
25%