Mathematical model of acrosswind dynamic loads on rectangular tall buildings

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 90, Issue 12-15, 2002, Pages 1757-1770

  Liang, Shuguo ^a   Liu, Shengchun ^a   Li, Q S ^b   Zhang, Liangliang ^c   Gu, Ming ^d  

^a WUHAN UNIVERSITY   (China)

^b CITY UNIVERSITY OF HONG KONG   (Hong Kong)

^c CHINA AERODYNAMICS RESEARCH AND DEVELOPMENT CENTER   (China)

^d TONGJI UNIVERSITY   (China)

Author keywords

Acrosswind dynamic load; Acrosswind force spectrum; Lift coefficient; Tall buildings; Wind tunnel test

Indexed keywords

AERODYNAMIC LOADS; BOUNDARY LAYERS; MATHEMATICAL MODELS; TALL BUILDINGS; WIND EFFECTS; WIND TUNNELS;

WIND FORCE;

AERODYNAMICS;

AERODYNAMIC FORCE; HIGH RISE STRUCTURE; LIFT FORCE; MATHEMATICAL MODELING;

EID: 0036906397     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6105(02)00285-4     Document Type: Article

References (6)

1. Mathematical model to predict 3-D loading on buildings
2. Tall rectangular building response to cross-wind excitation
3. Acrosswind response of buildings
4. Wind loads on square cylinder in homogeneous turbulent flows
5. Proposed formulae for the power spectral densities of fluctuating lift and torque on rectangular 3-D cylinders
6. Lift or across-wind response of tapered stacks