Application of the empirical mode decomposition-Hilbert spectrum method to identify near-fault ground-motion characteristics and structural responses

Bulletin of the Seismological Society of America

Volumn 91, Issue 5, 2001, Pages 1339-1357

  Loh, Chin Hsiung ^a,b   Wu, Tsu Chiu ^a   Huang, Norden E ^c  

^a NATIONAL TAIWAN UNIVERSITY   (Taiwan)

^b NATIONAL CENTER FOR RESEARCH ON EARTHQUAKE ENGINEERING   (Taiwan)

^c NASA GODDARD SPACE FLIGHT CENTER   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGES; BUILDINGS; DAMPING; NATURAL FREQUENCIES; SIGNAL PROCESSING; STRUCTURAL ANALYSIS;

SEISMIC RESPONSE;

SEISMOLOGY;

CHI-CHI EARTHQUAKE 1999; EARTHQUAKE DAMAGE; GROUND MOTION; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

TAIWAN;

EID: 0035485202     PISSN: 00371106     EISSN: None     Source Type: Journal    
DOI: 10.1785/0120000715     Document Type: Article

References (10)

1. Recursive least-square time domain identification of structural parameters
2. System identification for extended Kalman filter
3. The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis
4. A new view of nonlinear water waves: The Hilbert spectrum
5. Discussion on the identification of seismic response data of building
6. Seismic monitoring of a bridge: Assessing dynamic characteristics from both weak and strong excitation
7. Empirical mode analysis of structural response and damping
8. Evaluation of seismic energy in structures