Tsing Ma bridge deck under skew winds—Part I: Aerodynamic coefficients-Reference-Cited by-同舟云学术

Tsing Ma bridge deck under skew winds—Part I: Aerodynamic coefficients

Published:2002-07 Issue:7 Volume:90 Page:781-805
ISSN:0167-6105
Container-title:Journal of Wind Engineering and Industrial Aerodynamics
language:en
Short-container-title:Journal of Wind Engineering and Industrial Aerodynamics

Author:

Zhu L.D.,Xu Y.L.,Zhang F.,Xiang H.F.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference9 articles.

1. Field measurement results of Tsing Ma suspension bridge during Typhoon Victor;Xu;J. Struct. Eng. Mech,2000

2. Bridge buffeting due to wind with yaw angles;Kimura;J. Wind Eng. Ind. Aerodyn,1992

3. A.G. Davenport, N. Isyumov, D.J. Fader, C.E.P. Bowen, A study of wind action on a suspension bridge during erection and on completion: The Narrows Bridge, Hlifax, Canada, Eng. Sci. Res. Rep., BLWT-3-69, University of Western Ontario, Canada, 1969.

4. Response of taut strip models to turbulent wind;Tanaka;J. Eng. Mech., ASCE,1982

5. Buffeting analysis of long span bridges to turbulent wind with yaw angles;Xie;J. Wind Eng. Ind. Aerodyn,1991

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