DOI QR코드

DOI QR Code

Across-wind excitation mechanism for interference of twin tall buildings in tandem arrangement

  • Zu, G.B. (Department of Civil Engineering, The University of Hong Kong) ;
  • Lam, K.M. (Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology)
  • Received : 2017.01.15
  • Accepted : 2018.03.21
  • Published : 2018.06.25

Abstract

Excitation mechanism of interference effect between two tall buildings is investigated with wind tunnel experiments. Synchronized building surface pressure and flow field measurements by particle image velocimetry (PIV) are conducted to explore the relationship between the disturbed wind flow field and the consequent wind load modification for twin buildings in tandem. This reveals evident excitation mechanisms for the fluctuating across-wind loads on the buildings. For small distance (X/D < 3) between two buildings, the disturbed flow pattern of impaired vortex shedding is observed and the fluctuating across-wind load on the downstream building decreases. For larger distance ($X/D{\geq}3$), strong correlation between the across-wind load of the downstream building and the oscillation of the wake of the upstream building is found. By further analysis with conditional sampling and phase-averaged techniques, the coherent flow structures in the building gap are clearly observed and the wake oscillation of the upstream building is confirmed to be the reason of the magnified across-wind force on the downstream building. For efficient PIV measurement, the experiments use a square-section high-rise building model with geometry scale smaller than the usual value. Interference factors for all three components of wind loads on the building models being surrounded by another identical building with various configurations are measured and compared with those from previous studies made at large geometry scale. The results support that for interference effect between buildings with sharp corners, the length scale effect plays a minor role provided that the minimum Reynolds number requirement is met.

Keywords

Acknowledgement

Supported by : Council of Hong Kong

References

  1. ASCE (2012), "Wind tunnel testing for buildings and other structures", ASCE/SEI Standard. ASCE, New York, USA (49-12).
  2. Australasian Wind Engineering Society (AWES) (2001), "Wind engineering studies of buildings, Quality Assurance Manual", AWES-QAM-1-2001.
  3. Bailey, P.A. and Kwok, K.C.S. (1985), "Interference excitation of twin tall buildings", J. Wind Eng. Ind. Aerod., 21(3), 323-338. https://doi.org/10.1016/0167-6105(85)90043-1
  4. Cheng, L. and Lam, K.M. (2015), "Simultaneous measurement of wind velocity field and wind forces on a rectangular building", Proceedings of the 14th International Conference on Wind Engineering, Porto Alegre, June 2015.
  5. English, E.C. (1993), "Shielding factors for paired rectangular prisms: an analysis ofalong-wind mean response data from several sources", Proceedings of 7th US National Conference on Wind Engineering, Los Angeles.
  6. Gowda, B.H.L. and Sitheeq, M.M. (1993), "Interference effects on the wind pressure distribution on prismatic bodies in tandem arrangement", Indian J. Technol., 31, 485-495.
  7. Hui, Y., Tamura, Y. and Yoshida, A. (2012), "Mutual interference effects between two high-rise building models with different shapes on local peak pressure coefficients", J. Wind Eng. Ind. Aerod., 104-106, 98-108. https://doi.org/10.1016/j.jweia.2012.04.004
  8. Hui, Y., Tamura, Y., Yoshida, A. and Kikuchi, H. (2013a), "Pressure and flow field investigation of interference effects on external pressures between high-rise buildings", J. Wind Eng. Ind. Aerod., 115, 150-161. https://doi.org/10.1016/j.jweia.2013.01.012
  9. Hui, Y., Yoshida, A. and Tamura, Y. (2013b), "Interference effects between two rectangular-section high-rise buildings on local peak pressure coefficients", J. Fluid. Struct., 37, 120-133. https://doi.org/10.1016/j.jfluidstructs.2012.11.007
  10. Kareem, A. (1987), "The effect of aerodynamic interference on the dynamic-response of prismatic structures", J. Wind Eng. Ind. Aerod., 25, 365-372. https://doi.org/10.1016/0167-6105(87)90028-6
  11. Khanduri, A.C., Stathopoulos, T. and Bedard, C. (1998), "Windinduced interference effects on buildings - a review of the stateof-the-art", Eng. Struct., 20(7), 617-630. https://doi.org/10.1016/S0141-0296(97)00066-7
  12. Khanduri, A.C., Stathopoulos, T. and Bedard, C. (2000), "Generalization of wind-induced interference effects for two buildings", Wind Struct., 3(4), 255-266. https://doi.org/10.12989/was.2000.3.4.255
  13. Kim, W., Tamura, Y. and Yoshida, A., (2011), "Interference effects on local peak pressures between two buildings", J. Wind Eng. Ind. Aerod., 99(5), 584-600. https://doi.org/10.1016/j.jweia.2011.02.007
  14. Kim, W., Tamura, Y. and Yoshida, A. (2013), "Simultaneous measurement of wind pressures and flow patterns for buildings with interference effect", Adv. Struct. Eng., 16, 287-305. https://doi.org/10.1260/1369-4332.16.2.287
  15. Kim, W., Tamura, Y. and Yoshida, A. (2015), "Interference effects on aerodynamic wind forces between two buildings", J. Wind Eng. Ind. Aerod., 147, 186-201. https://doi.org/10.1016/j.jweia.2015.10.009
  16. Lam, K.M. and Zhao, J.G. (2002), "Occurrence of peak lifting actions on a large horizontal cantilevered roof", J. Wind Eng. Ind. Aerod., 90, 897-940. https://doi.org/10.1016/S0167-6105(02)00212-X
  17. Lam, K.M., Leung, M.Y.H. and Zhao, J.G. (2008), "Interference effects on wind loading of a row of closely spaced tall buildings", J. Wind Eng. Ind. Aerod., 96, 562-583. https://doi.org/10.1016/j.jweia.2008.01.010
  18. Larose, G.L. and D'Auteuil, A. (2006), "On the Reynolds number sensitivity of the aerodynamics of bluff bodies with sharp edges", J. Wind Eng. Ind. Aerod., 94, 365-376. https://doi.org/10.1016/j.jweia.2006.01.011
  19. Mara, T.G., Terry, B.K., Ho, T.C.E. and Isyumov, N. (2014), "Aerodynamic and peak response interference factors for an upstream square building of identical height", J. Wind Eng. Ind. Aerod., 133, 200-210. https://doi.org/10.1016/j.jweia.2014.06.010
  20. Sakamoto, H. and Haniu, H. (1988), "Aerodynamic forces acting on two square prisms placed vertically in a turbulent boundarylayer", J. Wind Eng. Ind. Aerod., 31, 41-66. https://doi.org/10.1016/0167-6105(88)90187-0
  21. Sakamoto, H., Haniu, H. and Obata, Y. (1987), "Fluctuating forces acting on two square prisms in a tandem arrangement", J. Wind Eng. Ind. Aerod., 26, 85-103. https://doi.org/10.1016/0167-6105(87)90037-7
  22. Saunders, J.W. and Melbourne, W.H. (1980), "Buffeting effects of twin upstream buildings", Proceedings of the 5th International Conference on Wind Engineering, Fort Collins.
  23. Taniike, Y. (1992), "Interference mechanism for enhanced wind forces on neighboring tall buildings", J. Wind Eng. Ind. Aerod., 42, 1073-1083. https://doi.org/10.1016/0167-6105(92)90114-P
  24. Taniike, Y. and Inaoka, H. (1988), "Aeroelastic behavior of tall buildings in wakes", J. Wind Eng. Ind. Aerod., 28, 317-327. https://doi.org/10.1016/0167-6105(88)90128-6
  25. Theunissen, R., Scarano, F. and Riethmuller, M.L. (2010), "Spatially adaptive PIV interrogation based on data ensemble", Exp. Fluids., 48(5), 875-887. https://doi.org/10.1007/s00348-009-0782-7
  26. Willert, C.E., Gharib, M. (1991), "Digital particle image velocimetry", Exp. Fluids, 10(4), 181-193. https://doi.org/10.1007/BF00190388
  27. Wlezien, R.W. and Way, J.L. (1979), "Techniques for the experimental investigation of the near wake of a circular cylinder", Aiaa J., 17(6), 563-570. https://doi.org/10.2514/3.61178
  28. Xie, Z.N. and Gu, M. (2004), "Mean interference effects among tall buildings", Eng Struct., 26(9), 1173-1183. https://doi.org/10.1016/j.engstruct.2004.03.007
  29. Xie, Z.N. and Gu, M. (2007), "Simplified formulas for evaluation of wind-induced interference effects among three tall buildings", J. Wind Eng. Ind. Aerod., 95, 31-52. https://doi.org/10.1016/j.jweia.2006.05.003
  30. Yu, X.F., Xie, Z.N., Zhu, J.B. and Gu, M. (2015), "Interference effects on wind pressure distribution between two high-rise buildings", J. Wind Eng. Ind. Aerod., 142, 188-197. https://doi.org/10.1016/j.jweia.2015.04.008
  31. Yu, X.F., Xie, Z.N., Wang, X. and Cai, B. (2016) , "Interference effects between two high-rise buildings on wind-induced torsion", J. Wind Eng. Ind. Aerod., 159, 123-133. https://doi.org/10.1016/j.jweia.2016.10.011

Cited by

  1. Wind tunnel and delayed detached eddy simulation investigation of interference between two tall buildings vol.22, pp.9, 2018, https://doi.org/10.1177/1369433219836175