The design of an optimal viscous damper for a bridge stay cable using energy-based approach

Journal of Sound and Vibration

Volumn 329, Issue 22, 2010, Pages 4689-4704

  Cheng, Shaohong ^a   Darivandi, Neda ^a   Ghrib, Faouzi ^a  

^a UNIVERSITY OF WINDSOR   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE STAY CABLES; CABLE VIBRATION; DAMPER DESIGN; DAMPER SYSTEMS; DAMPING PROPERTY; DESIGN PROCESS; ENERGY-BASED METHODS; FLEXURAL RIGIDITIES; FREE VIBRATION; KINETIC-ENERGY DECAY; NUMERICAL EXAMPLE; NUMERICAL SIMULATION; PARAMETER RANGE; STAY CABLE; STRUCTURAL DAMPING; TIME HISTORY; VISCOUS DAMPERS;

BRIDGE CABLES; BRIDGES; CABLE STAYED BRIDGES; COMPUTER SIMULATION; DESIGN; EARTHQUAKE RESISTANCE; ELECTRON ENERGY LOSS SPECTROSCOPY; ESTIMATION; KINETIC ENERGY;

DAMPING;

EID: 77955432639     PISSN: 0022460X     EISSN: 10958568     Source Type: Journal    
DOI: 10.1016/j.jsv.2010.05.027     Document Type: Article

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