Numerical evaluation of vibration-based methods for damage assessment of cable-stayed bridges

Computer-Aided Civil and Infrastructure Engineering

Volumn 26, Issue 3, 2011, Pages 239-251

  Talebinejad, Iman ^a   Fischer, Chad ^a   Ansari, Farhad ^a  

^a University of Illinois   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ACCELEROMETER DATA; DAMAGE ASSESSMENTS; DAMAGE IDENTIFICATION; DAMAGE INDEX; DETECTION ALGORITHM; DETECTION METHODS; DIFFERENT DAMAGES; EFFECTIVE INDEPENDENCE; FEM ANALYSIS; FINITE ELEMENT MODELS; FLEXIBILITY INDEX; ILLINOIS; LINEAR ELASTIC; LONG SPAN CABLE STAYED BRIDGES; MODAL ASSURANCE CRITERION; MODE SHAPE CURVATURES; NUMERICAL EVALUATIONS; TEST SCENARIO;

ACCELEROMETERS; BOX GIRDER BRIDGES; CABLE STAYED BRIDGES; CABLES; FINITE ELEMENT METHOD; NUMERICAL METHODS; STRUCTURAL HEALTH MONITORING;

DAMAGE DETECTION;

ALGORITHM; BRIDGE; COMPUTER SIMULATION; DAMAGE; FINITE ELEMENT METHOD; NUMERICAL METHOD; VIBRATION;

ILLINOIS; UNITED STATES;

EID: 79951563821     PISSN: 10939687     EISSN: 14678667     Source Type: Journal    
DOI: 10.1111/j.1467-8667.2010.00684.x     Document Type: Article

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