Rigid and Aeroelastic Analysis of Wind Induced Flow Behavior Around Unscaled Tall Buildings using Numerical Techniques
V. A. U. De Alwis, P. H. T. D. Weerarathne, K. K. Wijesundara

TL;DR
This paper uses advanced CFD techniques to analyze wind loads on tall buildings, incorporating aeroelastic effects and comparing results with experimental data to improve accuracy in predicting wind-induced behaviors.
Contribution
It introduces a coupled LES fluid-structure interaction model for tall buildings, enhancing the accuracy of wind load predictions over traditional rigid models.
Findings
Coupled LES models better match wind tunnel data than rigid models.
Aeroelastic effects influence pressure distribution and wake formation.
Results depend critically on boundary condition estimations.
Abstract
The study focuses on the wind loads acting on the standard Commonwealth Advisory Aeronautical Council (CAARC) building model. Numerical modeling has been used instead of employing wind tunnel experiments due to the requirement of high physical space. This is mainly due to the superiority of CFD codes included in turbulence models such as RANS and more precise LES. However, the shortcoming arising through basing the result on numerical investigations is compensated by direct comparison to experimental data available in literature. The study extends beyond the typical rigid building structure giving account to the minor deformations resulting from the impact of the wind force on an aeroelastic structure through coupled two-way fluid structure interaction, while designing the building to have its natural fundamental frequency of 0.2 Hz. An improved Smagorinsky-Lily model was used for all…
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Taxonomy
TopicsWind and Air Flow Studies · Fluid Dynamics and Vibration Analysis · Seismic and Structural Analysis of Tall Buildings
