Output-only analysis of structures with closely spaced poles

Mechanical Systems and Signal Processing

Volumn 24, Issue 5, 2010, Pages 1240-1249

  Agneni, Alessandro ^a   Balis Crema, Luigi ^a   Coppotelli, Giuliano ^a  

^a SAPIENZA UNIVERSITY OF ROME   (Italy)

Author keywords

Experimental modal analysis; Output only analysis; Structural dynamics

Indexed keywords

CONSTANT FUNCTIONS; COUPLED MODE; DAMPING RATIO; EXPERIMENTAL MODAL ANALYSIS; EXPERIMENTAL TEST; FREQUENCY DOMAINS; FREQUENCY RESPONSE FUNCTIONS; HELICOPTER BLADES; HILBERT TRANSFORM; MATRIX; MODAL PARAMETERS; MODE SHAPES; OPERATIONAL MODAL ANALYSIS; SINGLE MODE; SINGULAR VECTORS; SPECTRAL LINE; TIME DOMAIN;

DAMPING; EARTHQUAKE RESISTANCE; FREQUENCY RESPONSE; NATURAL FREQUENCIES; POWER SPECTRAL DENSITY; SINGULAR VALUE DECOMPOSITION; SOIL STRUCTURE INTERACTIONS; SPECTROSCOPY; STRUCTURAL DYNAMICS; TIME DOMAIN ANALYSIS; WAVELET TRANSFORMS;

MODAL ANALYSIS;

EID: 77953128198     PISSN: 08883270     EISSN: 10961216     Source Type: Journal    
DOI: 10.1016/j.ymssp.2009.10.013     Document Type: Article

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