DOI QR코드

DOI QR Code

Field measurement and CFD simulation of wind pressures on rectangular attic

  • Peng, Yongbo (State Key Laboratory of Disaster Reduction in Civil Engineering & Shanghai Institute of Disaster Prevention and Relief, Tongji University) ;
  • Zhao, Weijie (College of Civil Engineering, Tongji University) ;
  • Ai, Xiaoqiu (Shanghai Institute of Disaster Prevention and Relief, Tongji University)
  • Received : 2018.11.27
  • Accepted : 2019.05.30
  • Published : 2019.12.25

Abstract

Wind pressure is a critical argument for the wind-resistant design of structures. The attempt, however, to explore the wind pressure field on buildings still encounters challenges though a large body of researches utilizing wind tunnel tests and wind field simulations were carried out, due to the difficulty in logical treatments on the scale effect and the modeling error. The full-scale measurement has not yet received sufficient attention. By performing a field measurement, the present paper systematically addresses wind pressures on the rectangular attic of a double-tower building. The spatial and temporal correlations among wind speed and wind pressures at measured points are discussed. In order to better understand the wind pressure distribution on the attic facades and its relationship against the approaching flow, a full-scale CFD simulation on the similar rectangular attic is conducted as well. Comparative studies between wind pressure coefficients and those provided in wind-load codes are carried out. It is revealed that in the case of wind attack angle being zero, the wind pressure coefficient of the cross-wind facades exposes remarkable variations along both horizontal and vertical directions; while the wind pressure coefficient of the windward facade remains stable along horizontal direction but exposes remarkable variations along vertical direction. The pattern of wind pressure coefficients, however, is not properly described in the existing wind-load codes.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China

The financial supports from the National Key R&D Program of China (Grant No. 2017YFC0803300), the National Natural Science Foundation of China (Grant Nos. 51878505, 51725804 and 51538010) and the Ministry of Science and Technology of China (Grant No. SLDRCE19- B-26) are highly appreciated. The authors are grateful to Ms. Shifen Wang for her help in preparing the present paper.

References

  1. Abdusemed, M.A. and Ahuja, A.K. (2016), "Effect of wind incidence angle on wind pressure distribution on square shape tall building", Int. J. Res. Eng. Social Sci., 6(4), 45-52.
  2. Ai, X.Q., Cheng, Y.Y. and Peng, Y.B. (2016), "Nonlinear dynamics and failure wind velocity analysis of urban trees", Wind Struct., 22(1), 89-106. https://doi.org/10.12989/was.2016.22.1.089.
  3. AIJ-RLB (2004), "Recommandations on Loads for Buildings", Architectural Institute of Japan, Tokyo: Japan, 19-22.
  4. ASCE/SEI 7-10 (2010), "Minimum Design Loads for Buildings and Other Structures", American Society of Civil Engineers (ASCE), Reston: Virginia, 263-264.
  5. Blocken, B. (2014), "50 years of Computational Wind Engineering: Past, present and future", J. Wind Eng. Ind. Aerod., 129, 69-102. https://doi.org/10.1016/j.jweia.2014.03.008.
  6. Blocken, B. and Carmeliet, J. (2008), "Pedestrian wind conditions at outdoor platforms in a high-rise apartment building: Generic sub-configuration validation, wind comfort assessment and uncertainty issues", Wind Struct., 11(1), 51-70. https://doi.org/10.12989/was.2008.11.1.051.
  7. Blocken, B., Janssen, W.D. and van Hooff, T. (2012), "CFD simulation for pedestrian wind comfort and wind safety in urban areas: General decision framework and case study for the Eindhoven University campus", Environ. Model. Softw., 30, 15-34. https://doi.org/10.1016/j.envsoft.2011.11.009.
  8. Blocken, B., Stathopoulos, T. and van Beeck, J.P.A.J. (2016), "Pedestrian-level wind conditions around buildings: Review of wind-tunnel and CFD techniques and their accuracy for wind comfort assessment", Build. Environ., 100, 50-81. https://doi.org/10.1016/j.buildenv.2016.02.004.
  9. Clancy L.J. (1975), "Aerodynamics", Pitman Publishing Limited, London, England.
  10. Davenport, A.G. (1961), "The spectrum of horizontal gustiness near the ground in high winds", Q. J. R. Meteorol. Soc., 87(372), 194-211. https://doi.org/10.1002/qj.49708737208.
  11. EN 1991-1-4:2005(2005), "Eurocode 1: Actions on Structures-Part 1-4 : General Actions - Wind Actions "European Committee for Standardizaton(CEN), Brussels: Belgium, 34-37.
  12. Franke J. (2006), "Recommendations of the COST action C14 on the use of CFD in predicting pedestrian wind environment", Proceedings of the 4th International Symposium on Computational Wind Engineering (CWE2006), Yokohama Kanagawa.
  13. Franke, J., Hellsten, A., Schlunzen, H. and Carissimo B. (2007), "Best Practice Guideline for the CFD Simulation of Flows in the Urban Environment", Quality Assurance and Improvement of Microscale Meteorological Models.
  14. Fu, J.Y., Wu, J.R., Xu, A., Li, Q.S. and Xiao, Y.Q. (2012), "Fullscale measurements of wind effects on Guangzhou West Tower", Eng. Struct., 35, 120-139. https://doi.org/10.1016/j.engstruct.2011.10.022
  15. GB50009-2012 (2012), "Load Code for the Design of Building Structures", The Ministry of Construction of China, Beijing: China, 45-47. (in Chinese).
  16. Hu, L., Li, L. and Gu, M. (2010), "Error assessment for spectral representation method in wind velocity field simulation", J. Eng. Mech., 136(9), 1090-1104. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000058.
  17. Huang, S., Li, Q.S. and Xu, S. (2007), "Numerical evaluation of wind effects on a tall steel building by CFD", J. Constr. Steel Res., 63(5), 612-627. https://doi.org/10.1016/j.jcsr.2006.06.033.
  18. Jendzelovsky, N., Antal, R. and Konecna, L. (2017), "Investigation of the external pressure coefficients on the facade of the triangular high-rise structure with curved corners", Proceedings of the 3rd International Conference on Structural and Physical Aspects of Construction Engineering, SPACE 2016. https://doi.org/10.1016/j.proeng.2017.05.355.
  19. Kaimal, J.C., Wyngaard, J.C., Izumi, Y. and Cote, O.R. (1972), "Spectral characteristics of surface‐layer turbulence", Q. J. R. Meteorol. Soc., 98(417), 563-589. https://doi.org/10.1002/qj.49709841707.
  20. Karman, T.v. (1948), "Progress in the statistical theory of turbulence", Proceedings of the National Academy of Sciences.
  21. Ko, N.H., You, K.P. and Kim, Y.M. (2005), "The effect of non-Gaussian local wind pressures on a side face of a square building", J. Wind Eng. Ind. Aerod., 93(5), 383-397. https://doi.org/10.1016/j.jweia.2005.03.001.
  22. Kose, D.A. and Dick, E. (2010), "Prediction of the pressure distribution on a cubical building with implicit LES", J. Wind Eng. Ind. Aerod., 98(10-11), 628-649. https://doi.org/10.1016/j.jweia.2010.06.004.
  23. Li, Q.S., Fang, J.Q., Jeary, A.P. and Wong, C.K. (1998), "Full scale measurements of wind effects on tall buildings", J. Wind Eng. Ind. Aerod., 74-76 741-750. https://doi.org/10.1016/S0167-6105(98)00067-1.
  24. Liu, Z.J., Liu, Z.H. and Peng, Y.B. (2018), "Simulation of multivariate stationary stochastic processes using dimensionreduction representation methods", J. Sound Vib., 418, 144-162. https://doi.org/10.1016/j.jsv.2017.12.029.
  25. Maruyama, T., Taniguchi, T., Okazaki, M. and Taniike, Y. (2008), "Field experiment measuring the approaching flows and pressures on a 2.4 m cube", J. Wind Eng. Ind. Aerod., 96(6-7), 1084-1091. https://doi.org/10.1016/j.jweia.2007.06.049.
  26. Mittal, H., Sharma, A. and Gairola, A. (2018), "A review on the study of urban wind at the pedestrian level around buildings", J. Build. Eng., 18, 154-163. https://doi.org/10.1016/j.jobe.2018.03.006.
  27. Montazeri, H. and Blocken, B. (2013), "CFD simulation of windinduced pressure coefficients on buildings with and without balconies: Validation and sensitivity analysis", Build. Environ., 60, 137-149. https://doi.org/10.1016/j.buildenv.2012.11.012.
  28. Peng, Y.B., Wang, S.F. and Li, J. (2018a), "Field measurement and investigation of spatial coherence for near-surface strong winds in Southeast China", J. Wind Eng. Ind. Aerod., 172, 423-440. https://doi.org/10.1016/j.jweia.2017.11.012.
  29. Peng, Y.B., Wang Z.H. and Ai, X.Q. (2018b), "Wind-induced fragility assessment of urban trees with structural uncertainties", Wind Struct., 26(1), 45-56. https://doi.org/10.12989/was.2018.26.1.045.
  30. Ren, G., Liu, J., Wan, J., Li, F., Guo, Y. and Yu, D. (2018), "The analysis of turbulence intensity based on wind speed data in onshore wind farms", Renew. Energy., 123, 756-766. https://doi.org/10.1016/j.renene.2018.02.080.
  31. Richards, P.J. and Hoxey, R.P. (2012), "Pressures on a cubic building-Part 1: Full-scale results", J. Wind Eng. Ind. Aerod., 102, 72-86. https://doi.org/10.1016/j.jweia.2011.11.004.
  32. Shinozuka, M. and Deodatis, G. (1996), "Simulation of multidimensional Gaussian stochastic fields by spectral representation", Appl. Mech. Rev., 49(1), 29-53. https://doi.org/10.1115/1.3101883
  33. Simiu, E. (1974), "Wind spectra and dynamic alongwind response", J. Struct. Div. - ASCE, 100(ST9, Paper 10815 (September, 1974)), 1897-1910. https://doi.org/10.1061/JSDEAG.0003880
  34. Song, Y.P., Chen, J.B., Peng, Y.B., Spanos, P.D. and Li, J. (2018), "Simulation of nonhomogeneous fluctuating wind speed field in two-spatial dimensions via an evolutionary wavenumberfrequency joint power spectrum", J. Wind Eng. Ind. Aerod., 179, 250-259. https://doi.org/10.1016/j.jweia.2018.06.005
  35. Tominaga, Y. (2015), "Flow around a high-rise building using steady and unsteady RANS CFD: Effect of large-scale fluctuations on the velocity statistics", J. Wind Eng. Ind. Aerod., 142, 93-103. https://doi.org/10.1016/j.jweia.2015.03.013.
  36. Yan, Q., Peng, Y.B. and Li, J. (2013), "Scheme and application of phase delay spectrum towards spatial stochastic wind fields", Wind Struct., 16(5), 433-455. https://doi.org/10.12989/was.2013.16.5.433.
  37. Zhao, L., Ge, Y. and Kareem, A. (2017), "Fluctuating wind pressure distribution around full-scale cooling towers", J. Wind Eng. Ind. Aerod., 165, 34-45. https://doi.org/10.1016/j.jweia.2017.02.016.
  38. Zheng, C., Li, Y. and Wu, Y. (2016), "Pedestrian-level wind environment on outdoor platforms of a thousand-meter-scale megatall building: Sub-configuration experiment and wind comfort assessment", Build. Environ., 106, 313-326. https://doi.org/10.1016/j.buildenv.2016.07.004.
  39. Zeng, X.S., Peng, Y.B. and Chen, J.B. (2017), "Serviceabilitybased damping optimization of randomly wind-excited highrise buildings", Strnct. Des. Tall Spec. Build., 26(11), e1371. https://doi.org/10.1002/tal.1371.

Cited by

  1. Effect of aerodynamic modifications on the surface pressure patterns of buildings using proper orthogonal decomposition vol.32, pp.3, 2019, https://doi.org/10.12989/was.2021.32.3.227
  2. CFD and Mapping-Induced FSI Analyses of Soundproof Tunnels with Un-symmetric Shapes under a Turbulent Wind Load vol.25, pp.10, 2021, https://doi.org/10.1007/s12205-021-1593-5