Numerical simulation of the neighborhood effects on the wind loading over standard model-scale tall buildings

Authors

DOI:

https://doi.org/10.5902/2236117062656

Keywords:

Numerical simulation of atmospheric flow, numerical simulation of tall buildings, neighborhood effects

Abstract

Numerical simulations of atmospheric flow were carried out in this study in order to evaluate the neighborhood effects on the wind loading over standard model-scale tall buildings. The computational models were developed by solving the steady-state Reynolds Averaged Navier-Stokes equations (RANS equations) with turbulence treated by a k-ε model. Two building positioning scenarios were simulated: scenario-1 consisted of the isolated configuration of a standard model-scale building and scenario-2 was composed of the standard building with a selected neighborhood. Both scenarios were analyzed for wind incidence angles of zero, 45, and 90 degrees. The numerical results were obtained in terms of pressure and force coefficients which allowed the determination of neighborhood factors. The simulations showed that the neighborhood influences the mean wind loading on the faces of the standard building, sometimes amplifying the load (in the case of incident winds at zero and 90 degrees), sometimes attenuating the acting forces (in the case of incident winds at zero and 45 degrees). The numerical results were compared with experimental data and showed similar orders of magnitude suggesting that the simulations correctly describe the physical behavior of the wind action.

Downloads

Download data is not yet available.

Author Biographies

Fernando Oliveira de Andrade, Federal University of Technology Paraná, Curitiba, PR

Possui graduação em engenharia civil pela Universidade Federal do Paraná, mestrado em engenharia civil e ambiental pela The University of Iowa e doutorado em engenharia mecânica pela Pontifícia Universidade Católica do Rio de Janeiro em cotutela com a Université de Poitiers

Cristiano Maciel, Federal University of Technology Paraná, Curitiba, PR

Engenheiro Civil

Roberto Carlos Moro Filho, Federal University of Technology Paraná, Curitiba, PR

Possui Doutorado em Engenharia Aeronáutica e Mecânica (ITA - Conceito Capes 6), mestrado em Engenharia Mecânica pela Universidade Federal do Paraná (2004) e graduação em engenharia civil (1996)

Marcelo Marques, State University of Maringá, Maringá, PR

Professor da Universidade Estadual de Maringá (UEM) desde 2005, doutor em Engenharia de Recursos Hídricos e Ambiental pela Universidade Federal do Paraná (2013) e mestre em Engenharia de Recursos Hídricos e Tecnologias Ambientais pela UNESP (2005)

References

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. Forças devidas ao vento em edificações. Comitê ABNT/CB-002 Construção Civil. Brasília (Brasil), 1988. 66 p.

BLESSMANN, J. R. Wind excitation of neighbouring tall buildings. Journal of wind engineering and industrial aerodynamics. 1985;18(1);91-103.

BOWEN, Y. Large-eddy simulation of wind effects on a super-tall building in urban environment conditions. Journal of Structure and Infrastructure Engineering. 2015;12(6);765-785.

BRITO, F.; HORTA, C. J. G.; AMARAL, E. F. L. A urbanização recente no Brasil e as aglomerações metropolitanas. Open Science Framework Preprints. 2018 [cited 2018 apr 01]. Available from: https://doi.org/10.31219/osf.io/84b92.

DAGNEW, A. K.; BITSUAMLAK, G. T. LES evaluation of wind pressures on a standard tall building with and without a neighboring building. The Fifth International Symposium on COMPUTATIONAL WIND ENGINEERING (CWE2010). 2010 July 25-28; Chapel Hill North Carolina, USA, 2010.

ELSHAER, A.; HAITHAM, A.; BITSUAMLAKAB, G.; EL DAMATTY, A.; DAGNEW, A. LES evaluation of wind-induced responses for an isolated and a surrounded tall building. Engineering Structures. 2016;115(1);179-195.

FONTOURA, P. C. C. N. Estudo experimental em túnel de vento dos efeitos de vizinhança em edifícios altos. [thesis]. Brasília: Escola de Engenharia/UnB; 2014. 318 p.

HUI, Y.; TAMURA, I.; YOSHIDA, A.; KIKUCHI, H. Pressure and flow field investigation of interference effects on external pressures between high-rise buildings. Journal of Wind Engineering and Industrial Aerodynamics. 2013;115(1);150-161.

LAUNDER, B. E.; SPALDING, D. B. The numerical computation of turbulent flows. Computer Methods in Applied Mechanics and Engineering. 1974;3(2),269–289.

LESIEUR, M. Turbulence in fluids: stochastic and numerical modelling. Springer; 1990. 304 p.

LUIZA, G. P.; RABACHINIA, G. A.; ARAÚJO, T. S.; MARTINS, G. B.; NADER, G. Estudo do efeito de vizinhança em edificações sujeitas à ação do vento. Revista IPT Tecnologia e Inovação. 2019;2(10);125-136.

MARQUES, M.; ANDRADE, F. O. Automated computation of two-dimensional fetch fields: case study of the Salto Caxias reservoir in southern Brazil. Lake and reservoir management. 2017;33(1); 62-73.

MELBOURNE, W.H. Comparison of measurements on the CAARC standard tall building model in simulated model wind flows. Journal of Wind Engineering and Industrial Aerodynamics. 1980;6(1-2);73-88.

PATANKAR, S. V. Numerical Heat Transfer and Fluid Flow. CRC Press; 1980. 214 p.

POPE, S. B. Turbulent flows. Cambridge University Press; 2000. 806 p.

TAMURA, T. Towards practical use of LES in wind engineering. Journal of Wind Engineering and Industrial Aerodynamics. 2008;96(10-11);1451-1471.

ZHANG, A.; GU, M. Wind tunnel tests and numerical simulations of wind pressures on buildings in staggered arrangement. Journal of Wind Engineering and Industrial Aerodynamics. 2008;96(10-11);2067-2079.

ZHANG, J. W.; LI, Q. S. Wind tunnel test and field measurement study of wind effects on a 600‐m‐high super‐tall building. The Structural Design of Tall and Special Biuldings. 2017;26(17);1385-1398.

Downloads

Published

2020-12-04 — Updated on 2022-07-28

Versions

How to Cite

Andrade, F. O. de, Maciel, C., Filho, R. C. M., & Marques, M. (2022). Numerical simulation of the neighborhood effects on the wind loading over standard model-scale tall buildings. Revista Eletrônica Em Gestão, Educação E Tecnologia Ambiental, 24, e2. https://doi.org/10.5902/2236117062656 (Original work published December 4, 2020)