Effects of side ratio on characteristics of across-wind and torsional responses of high-rise buildings

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 89, Issue 14-15, 2001, Pages 1433-1444

  Katsumura, A ^a   Katagiri, J ^b   Marukawa, H ^b   Fujii, K ^a  

^a Wind Engineering Institute Co Ltd   (Japan)

^b Izumi Sohken Engineering Co Ltd   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; FLUTTER (AERODYNAMICS); TORSIONAL STRESS; VORTEX FLOW; WIND; WIND TUNNELS;

ECCENTRICITY;

BUILDINGS;

FLUTTER; HIGH RISE STRUCTURE; SELF-EXCITED VIBRATION; TORSION; VORTEX;

EID: 0035696747     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6105(01)00145-3     Document Type: Article

References (4)

1. Evaluation of wind responses of a building gained from wind tunnel tests
2. Vortex induced vibration of tall buildings
3. Effects of natural frequency ratio of across-wind to torsion on wind-induced responses of a high-rise building
4. Effects of structural damping and eccentricity on wind responses of high-rise buildings