Numerical evaluation of wind effects on a tall steel building by CFD

• Published in: Journal of constructional steel research Vol. 63; no. 5; pp. 612 - 627
• Main Authors: Huang, Shenghong, Li, Q.S., Xu, Shengli
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 01.05.2007
• Subjects: [formula omitted] Turbulence model; Computational fluid dynamics (CFD); Large eddy simulation; Tall building; Wind effects; Wind tunnel test; Large eddy simulation; Tall building; k – ε Turbulence model; Wind effects; Computational fluid dynamics (CFD); Wind tunnel test
• ISSN: 0143-974X; 1873-5983
• DOI: 10.1016/j.jcsr.2006.06.033

A comprehensive numerical study of wind effects on the Commonwealth Advisory Aeronautical Council (CAARC) standard tall building is presented in this paper. The techniques of Computational Fluid Dynamics (CFD), such as Large Eddy Simulation (LES), Reynolds Averaged Navier–Stokes Equations (RANS) Model etc., were adopted in this study to predict wind loads on and wind flows around the building. The main objective of this study is to explore an effective and reliable approach for evaluation of wind effects on tall buildings by CFD techniques. The computed results were compared with extensive experimental data which were obtained at seven wind tunnels. The reasons to cause the discrepancies of the numerical predictions and experimental results were identified and discussed. It was found through the comparison that the LES with a dynamic subgrid-scale (SGS) model can give satisfactory predictions for mean and dynamic wind loads on the tall building, while the RANS model with modifications can yield encouraging results in most cases and has the advantage of providing rapid solutions. Furthermore, it was observed that typical features of the flow fields around such a surface-mounted bluff body standing in atmospheric boundary layers can be captured numerically. It was found that the velocity profile of the approaching wind flow mainly influences the mean pressure coefficients on the building and the incident turbulence intensity profile has a significant effect on the fluctuating wind forces. Therefore, it is necessary to correctly simulate both the incident wind velocity profile and turbulence intensity profile in CFD computations to accurately predict wind effects on tall buildings. The recommended CFD techniques and associated numerical treatments provide an effective way for designers to assess wind effects on a tall building and the need for a detailed wind tunnel test.