Identifying the Modal Parameters of a Structure from Ambient Vibration Data via the Stationary Wavelet Packet

Computer-Aided Civil and Infrastructure Engineering

Volumn 29, Issue 10, 2014, Pages 738-757

  Su, W C ^a   Huang, C S ^b   Chen, C H ^c   Liu, C Y ^b   Huang, H C ^b   Le, Q T ^b  

^a NATIONAL CENTER FOR HIGH PERFORMANCE COMPUTING   (Taiwan)

^b NATIONAL CHIAO TUNG UNIVERSITY   (Taiwan)

^c NATIONAL UNIVERSITY OF KAOHSIUNG   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

CABLE STAYED BRIDGES; COMPOSITE BEAMS AND GIRDERS; COMPUTATIONAL EFFICIENCY; DEGREES OF FREEDOM (MECHANICS); DISCRETE WAVELET TRANSFORMS; MODAL ANALYSIS; SHEAR FLOW; WAVELET ANALYSIS; WHITE NOISE;

AMBIENT VIBRATION TEST; AUTO REGRESSIVE MODELS; FILTERING PROPERTIES; INCOMPLETE MEASUREMENTS; SHAKING TABLE TESTS; TIME-FREQUENCY LOCALIZATION; WAVELET PACKET TRANSFORMS; WAVELET-BASED APPROACH;

WAVELET DECOMPOSITION;

EID: 84911467817     PISSN: 10939687     EISSN: 14678667     Source Type: Journal    
DOI: 10.1111/mice.12115     Document Type: Article

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