The numerical simulation of the wind effect on an ensemble of high-rise buildings is based on the solution of Reynolds-averaged Navier–Stokes equations closed with the help of a shear stress transfer model modified with account for the influence of the curvature of streamlines with the use of multiblock computational technologies in the VP2/3 package. It has been shown that the nonstationary aerodynamics of construction ensembles of closely spaced high-rise buildings has the characteristic features inherent in tandems of blunt bodies, and the pulsating loads in the lee buildings are largely determined by the self-organization of the jet-vortex structures in the space between buildings.
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Translated from Inzhenerno-Fizicheskii Zhurnal, Vol. 87, No. 1, pp. 107–118, January–February, 2014.
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Isaev, S.A., Baranov, P.A., Zhukova, Y.V. et al. Simulation of the Wind Effect on an Ensemble of High-Rise Buildings by means of Multiblock Computational Technologies. J Eng Phys Thermophy 87, 112–123 (2014). https://doi.org/10.1007/s10891-014-0991-7
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DOI: https://doi.org/10.1007/s10891-014-0991-7