Keyphrases
Empirical Mode Decomposition
100%
Spectral Method
100%
Response Data
100%
Hilbert Spectrum
100%
Structural Response
100%
Ground Motion Characteristics
100%
Near-fault Ground Motion
100%
Characteristic Response
100%
Ground Motion
66%
Seismic Response
66%
HHT Method
66%
Chi-Chi Earthquake
33%
Signal Processing
33%
Earthquake Data
33%
Structural Properties
33%
Damping Ratio
33%
Bridge Structure
33%
Non-stationary Data
33%
Nonlinear Data
33%
Building Structure
33%
Free Field
33%
Natural Frequency Ratio
33%
Energy Input
33%
Damage Identification
33%
Time-varying Systems
33%
Seismic Design of Bridges
33%
Motion Signal
33%
Fling-step
33%
Seismic Responses of Buildings
33%
Engineering
Empirical-Mode Decomposition
100%
Ground Movement
100%
Structural Response
100%
Spectrum Method
100%
Seismic Response
75%
Combined Method
25%
Damping Ratio ζ
25%
Bridge Structure
25%
Powerful Tool
25%
Free Field
25%
Structural Property
25%
Frequency Ratio
25%
Field Ground
25%
Input Energy
25%
Resonant Frequency
25%