A unified approach for 3D stability and time domain response analysis with application of quasi-steady theory

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 89, Issue 14-15, 2001, Pages 1591-1606

  Stoyanoff, Stoyan ^a  

^a ROWAN WILLIAMS DAVIES AND IRWIN INC   (Canada)

Author keywords

3D response; Bridges; Buffeting; Comparison with wind tunnel; Frequency domain method; Galloping; Generalised state equation; I235 Pedestrian bridge; Integration accuracy; Millennium Footbridge; Numerically generated wind speeds; Quasi steady theory; Time domain analysis; Towers; Turbulence

Indexed keywords

BRIDGES; COMPUTER SIMULATION; ELASTICITY; FREQUENCY DOMAIN ANALYSIS; STATISTICAL METHODS; TIME DOMAIN ANALYSIS; TOWERS; WIND EFFECTS; WIND TUNNELS;

GALLOPING STABILITY;

STRUCTURAL ANALYSIS;

BRIDGE; BUFFETING; ELASTICITY; STABILITY; WIND TUNNEL; WIND VELOCITY;

EID: 0035697965     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6105(01)00157-X     Document Type: Article

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