Towards LES as a design tool: Wind loads assessment on a high-rise building. Issue 180 (September 2018)

• Record Type: Journal Article
• Authors: Ricci, M.; Patruno, L.; Kalkman, I.; de Miranda, S.; Blocken, B.
• Is Part Of: Journal of wind engineering and industrial aerodynamics. Issue 180(2018)
• Page Start: 1
• Page End: 18
• Publication Date: 2018-09
• Subjects: Wind loading -- LES -- Turbulent inlet -- High-rise building -- Computational wind engineering; Wind-pressure -- Periodicals; Buildings -- Aerodynamics -- Periodicals; Pression du vent -- Périodiques; Constructions -- Aérodynamique -- Périodiques; Buildings -- Aerodynamics; Wind-pressure; Periodicals
• DOI: 10.1016/j.jweia.2018.07.009
• Languages: English
• ISSNs: 0167-6105

Abstract

Abstract: The accurate evaluation of wind loads on high-rise buildings represents a key point in their design process. Traditionally, atmospheric boundary layer wind tunnel tests, conceived in order to be representative of the wind conditions expected on site, are used for this purpose. Recently, owing to the increase in computational power, Computational Fluid Dynamics (CFD) techniques have gained interest as a complementary tool to wind tunnel testing. Unfortunately, wind flow around bluff bodies is often very complex and substantial research efforts are still needed in order to assess the accuracy and reliability of CFD results. In this paper, Large Eddy Simulations (LES) are performed aimed at evaluating the wind loads on an isolated high-rise building. In order to assess the capabilities of LES for adoption as a design tool, the results are analysed in terms of both pressure distributions and internal forces on the structural elements. It is found that the accuracy of LES in reproducing the fluctuating pressure field is not necessarily maintained when internal forces are taken into account. Nevertheless, the design values predicted by LES can be still considered satisfactory, in particular when maximum and minimum values over different angles of attack are considered. Highlights: LES are performed to evaluate wind loading effects in the structural elements of a high-rise building. The inflow turbulence is generated using the MDSRFG method and compared to experimental measurements. LES results in terms of pressure distributions statistics are compared to wind tunnel data. Finally, numerical and experimental results are compared in terms of internal forces in the structural elements.