Long-term monitoring of a PSC box girder bridge: Operational modal analysis, data normalization and structural modification assessment

Mechanical Systems and Signal Processing

Volumn 33, Issue , 2012, Pages 13-37

  Cury, Alexandre ^a   Cremona, Christian ^b   Dumoulin, John ^c  

^a University of Ouro Preto   (Brazil)

^b Ministry of Ecology Sustainable Development and Energy   (France)

^c Technical Centre of Public Works   (France)

Author keywords

Bridge monitoring; Data normalization; Non linear regression; Operational modal analysis; Temperature effect

Indexed keywords

ABNORMAL CHANGE; BRIDGE MONITORING; CLUSTERING METHODS; CLUSTERING RESULTS; DATA NORMALIZATION; EFFECT OF TEMPERATURE; ENVIRONMENTAL FLUCTUATIONS; EXPERIMENTAL PROGRAM; LONG TERM MONITORING; MODAL FREQUENCY; MODAL PARAMETERS; MODAL PROPERTIES; MODE SHAPES; NON-LINEAR REGRESSION; NOVELTY DETECTION; OPERATIONAL MODAL ANALYSIS; REGRESSION MODEL; RELIABLE PERFORMANCE; STRUCTURAL DAMAGES; STRUCTURAL MODIFICATIONS; TEMPERATURE CORRECTION; TEMPERATURE INFLUENCE; VIBRATION CHARACTERISTICS; VIBRATION SIGNATURE; VIBRATION-BASED DAMAGE DETECTION;

BOX GIRDER BRIDGES; BRIDGE DECKS; CLUSTERING ALGORITHMS; GLASS FIBER REINFORCED PLASTICS; REGRESSION ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL PANELS; TEMPERATURE; THERMAL EFFECTS;

MODAL ANALYSIS;

EID: 84865650439     PISSN: 08883270     EISSN: 10961216     Source Type: Journal    
DOI: 10.1016/j.ymssp.2012.07.005     Document Type: Article

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