Damage detection in an experimental bridge model using Hilbert-Huang transform of transient vibrations

Structural Control and Health Monitoring

Volumn 20, Issue 1, 2013, Pages 1-15

  Kunwar, Anshuman ^a   Jha, Ratneshwar ^a   Whelan, Matthew ^b   Janoyan, Kerop ^a  

^a Clarkson University   (United States)

^b University of North Carolina at Charlotte   (United States)

Author keywords

bridge; empirical mode decomposition; Hilbert Huang transform; structural health monitoring; vibration

Indexed keywords

BRIDGE MODEL; EMPIRICAL MODE DECOMPOSITION; FLOOR BEAM; FREQUENCY OF OSCILLATION; FUNCTION OF TIME; HEALTH MONITORING; HILBERT HUANG TRANSFORMS; HILBERT SPECTRUM; HILBERT TRANSFORM; INSTANTANEOUS PHASE; INTRINSIC MODE FUNCTIONS; JOINT TIME-FREQUENCY ANALYSIS; TRANSIENT VIBRATIONS; VERTICAL ACCELERATIONS; VIBRATION; VIBRATION DATA; WIRELESS SENSOR NODE;

BRIDGES; DAMAGE DETECTION; FUNCTIONS; SENSOR NODES; STRUCTURAL HEALTH MONITORING; STRUCTURES (BUILT OBJECTS);

SIGNAL PROCESSING;

EID: 84872947108     PISSN: 15452255     EISSN: 15452263     Source Type: Journal    
DOI: 10.1002/stc.466     Document Type: Article

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