Mathematical model of acrosswind dynamic loads on rectangular tall buildings

Author:

Liang Shuguo,Liu Shengchun,Li Q.S.,Zhang Liangliang,Gu Ming

Publisher

Elsevier BV

Subject

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

Reference6 articles.

1. Mathematical model to predict 3-D loading on buildings;Solari;J. Eng. Mech.,1985

2. J.W. Saunders, W.H. Melbourne, Tall rectangular building response to cross-wind excitation, Proceedings of the Fourth International Conference on Wind Effects on Buildings and Structures, London, 1975, pp. 369–379.

3. Acrosswind response of buildings;Kareem;J. Struct. Div., ASCE,1982

4. Wind loads on square cylinder in homogeneous turbulent flows;Cheng;J. Wind Eng. Ind. Aerodyn.,1992

5. Proposed formulae for the power spectral densities of fluctuating lift and torque on rectangular 3-D cylinders;Choi;J. Wind Eng. Ind. Aerodyn.,1993

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