Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling

Engineering Structures

Volumn 27, Issue 13, 2005, Pages 1916-1930

  Macdonald, John H G ^a   Daniell, Wendy E ^a  

^a UNIVERSITY OF BRISTOL   (United Kingdom)

Author keywords

Aeroelastic coupling; Ambient vibration test; Cable stayed bridge; Damping; Finite Element model; Modal parameters

Indexed keywords

AERODYNAMICS; CANTILEVER BRIDGES; CONDITION MONITORING; DAMPING; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; MODAL ANALYSIS; NATURAL FREQUENCIES; STRUCTURAL ANALYSIS; THERMAL EFFECTS; VIBRATION MEASUREMENT;

AEROELASTIC COUPLING; AMBIENT VIBRATION TEST; DAMPING RATIOS; DYNAMIC EFFECTS; MODAL PARAMETERS;

CABLE STAYED BRIDGES;

BRIDGE; VIBRATION;

EID: 23944491838     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.06.007     Document Type: Article

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