Two-degree-of-freedom inclined cable galloping-Part 2: Analysis and prevention for arbitrary frequency ratio

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 96, Issue 3, 2008, Pages 308-326

  Macdonald, John H G ^a   Larose, Guy L ^b  

^a UNIVERSITY OF BRISTOL   (United Kingdom)

^b NATIONAL RESEARCH COUNCIL CANADA   (Canada)

Author keywords

Cable dynamics; Cable stayed bridges; Damping; Dry inclined cable galloping; Eigenvalue problem; Galloping; Quasi steady theory; Rain wind induced vibrations; Reynolds number

Indexed keywords

AERODYNAMICS; BRIDGE CABLES; CABLE STAYED BRIDGES; DAMPING; DEGREES OF FREEDOM (MECHANICS); EIGENVALUES AND EIGENFUNCTIONS; RAIN; REYNOLDS NUMBER; VIBRATIONS (MECHANICAL); WIND EFFECTS;

CABLE DYNAMICS; FORCE COEFFICIENT; QUASI-STEADY THEORY;

FLUID STRUCTURE INTERACTION;

AERODYNAMICS; BRIDGE CABLES; CABLE STAYED BRIDGES; DAMPING; DEGREES OF FREEDOM (MECHANICS); EIGENVALUES AND EIGENFUNCTIONS; FLUID STRUCTURE INTERACTION; RAIN; REYNOLDS NUMBER; VIBRATIONS (MECHANICAL); WIND EFFECTS;

EID: 38649123730     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jweia.2007.07.001     Document Type: Article

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