A FIELD MEASUREMENT SYSTEM FOR WIND ENGINEERING AND ANALYSIS OF TYPHOON CHARACTERISTICS BY ULTRASONIC ANEMOMETERS

Xu Wang, Huaqiang Li, Zeng-shun Chen, Hua-ming Dong, and Yangjian Xiao

References

  1. [1] M. Liu, H. Liao, M. Li, and C. Ma, Field measurements ofnatural wind characteristics at Xihoumen Bridge, International Conference on Transportation Engineering, 290, 2009,3681–3686.
  2. [2] J.Y. Fu, J.R. Wu, A. Xu, Q.S. Li, and Y.Q. Xiao, Full-scalemeasurements of wind effects on Guangzhou West Tower,Engineering Structures, 35, 2012, 120–139.
  3. [3] P. Huang, X. Wang, and M. Gu, Field experiments for windloads on a low-rise building with adjustable pitch, InternationalJournal of Distributed Sensor Networks, 2012, 2012, 1–10.
  4. [4] H.W. Tieleman, Strong wind observations in the atmosphericsurface layer, Journal of Wind Engineering and IndustrialAerodynamics, 96, 2008, 41–77.
  5. [5] X. Wang, B. Chen, D. Sun, and Y. Wu, Study on typhooncharacteristic based on bridge health monitoring system, TheScientific World Journal, 2014, 2014, 1–11.
  6. [6] J.Y. Fu, Q.S. Li, J.R. Wu, Y.Q. Xiao, and L.L. Song,Field measurements of boundary layer wind characteristicsand wind-induced responses of super-tall buildings, Journalof Wind Engineering and Industrial Aerodynamics, 96, 2008,1332–1358.
  7. [7] Q.S. Li, L.H. Zhi, and F. Hu, Boundary layer wind structure from observations on a 325 m tower, Journal of WindEngineering and Industrial Aerodynamics, 98, 2010, 818–832.
  8. [8] B. Wang, F. Hu, and X.L. Cheng, Wind gust and turbulencestatistics of typhoons in South China, Acta MeteorologicaSinica, 25, 2011, 113–127.
  9. [9] P. Huang, X. Wang, and M. Gu, Study on near-ground windcharacteristics of a strong typhoon: Wind speed, turbulenceintensities, gust factors and peak factors, Disaster Advances,6, 2013, 3–18.
  10. [10] K.T. Tse, S.W. Li, C.Q. Lin, and P.W. Chan, Wind characteristics observed in the vicinity of tropical cyclones: Aninvestigation of the gradient balance and super-gradient flow,Wind and Structures, 19(3), 2014, 249–270.
  11. [11] K.T. Tse, S.W. Li, and J.C.H. Fung, A comparative study oftyphoon wind profiles derived from field measurements, meso-scale numerical simulations, and wind tunnel physical modeling,Journal of Wind Engineering and Industrial Aerodynamics,131, 2014, 46–58.
  12. [12] S.W. Li, K.T. Tse, A.U. Weerasuriya, and P.W. Chan, Estimation of turbulence intensities under strong wind conditionsvia turbulent kinetic energy dissipation rates, Journal of WindEngineering and Industrial Aerodynamics, 131, 2014, 1–11.
  13. [13] B.H. Xia, Z.S. Chen, T.L. Li, Y.D. Yang, Y. Li, and L. Mei,Construction control of a long span cable-stayed rail transitbridge, International Journal of Robotics and Automation, 32,2017, 274–282.
  14. [14] Z.S. Chen, J.T. Zhou, G. Hu, Y. Li, H. Ma, and G.W. Yao,A novel movable scaffolding system (MSS) for a long-spancurved girder bridge, International Journal of Robotics andAutomation, 2017.
  15. [15] A.G. Davenport, Rationale for determining design wind velocities, Journal of the Structural Division, 86, 1960, 39–68.
  16. [16] E. Simiu and R.H. Scanlan, Wind effects on structures—fundamentals and applications to design (New York: JohnWiley and Sons, 1996), 39–40.
  17. [17] G.J. Flay and D.C. Stevenson, Integral length scales in strongwinds below 20m, Journal of Wind Engineering and IndustrialAerodynamics, 28, 1988, 21–30.
  18. [18] R.K. Garg, J.X. Lou, and M. Kasperski, Some features ofmodeling spectral characteristics of flow in boundary layerwind tunnels, Journal of Wind Engineering and IndustrialAerodynamics, 72, 1997, 1–12.
  19. [19] D.A. Reed and R.H. Scanlan, Autoregressive representation oflongitudinal, lateral, and vertical turbulence spectra, Journalof Wind Engineering and Industrial Aerodynamics, 17, 1984,199–214.
  20. [20] N. Kato, T. Ohkuma, J.R. Kim, H. Marukawa, and Y. Niihori,Full scale measurements of wind velocity in two urban areasusing an ultrasonic anemometer, Journal of Wind Engineeringand Industrial Aerodynamics, 41, 1992, 67–78.
  21. [21] S. Liu, F. Hu, and H. Liu, Turbulence length scales, dissipationrates and structure parameters above the forest canopy, ActaScientiarum Naturalium-Universitatis Pekinensis, 39, 2003,73–82.
  22. [22] GB50009-2012, Load code for the design of building structures(China Architecture and Building Press, Beijing, 2012), 30–35.
  23. [23] X. Wang, P. Huang, and M. Gu, Variation of wind profiles nearground during typhoon “Muifa , Journal of Tongji University:Natural Science Edition, 41, 2013, 1165–1171 (in Chinese).
  24. [24] ASCE7-10, Minimum design loads for buildings and otherstructures, American Society of Civil Engineers, New York,2010.
  25. [25] AIJ2004, Recommendations for loads on buildings, Architectural Institute of Japan, Tokyo, 2004.
  26. [26] Structural Eurocodes, Eurocode 1: Actions on structures-General actions-Part 1–4: Wind actions. Technical CommitteeCEN/TC250, British Standards Institution, London, 2004.

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