DOI QR코드

DOI QR Code

Equivalent static wind loads analysis of tall television towers considering terrain factors of hilltops based on force measurement experiment

  • Ke, Shitang (College of Aerospace Engineering, Nanjing University of Aeronautics and Astronautics) ;
  • Wang, Hao (College of Aerospace Engineering, Nanjing University of Aeronautics and Astronautics) ;
  • Ge, Yaojun (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University) ;
  • Zhao, Lin (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University) ;
  • Cao, Shuyang (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University)
  • Received : 2016.10.18
  • Accepted : 2017.06.05
  • Published : 2017.08.25

Abstract

Wind field in mountainous regions demonstrates unique distribution characteristic as compared with the wind field of the flat area, wind load and wind effect are the key considerations in structural design of television towers situated in mountainous regions. The television tower to be constructed is located at the top of Xiushan Mountain in Nanjing, China. In order to investigate the impact of terrain factors of hilltops on wind loads, firstly a wind tunnel test was performed for the mountainous area within 800m from the television tower. Then the tower basal forces such as bending moments and shear strength were obtained based on high frequency force balance (HFFB) test. Based on the experiments, the improved method for determining the load combinations was applied to extract the response distribution patterns of foundation internal force and peak acceleration of the tower top, then the equivalent static wind loads were computed under different wind angles, load conditions and equivalent goals. The impact of terrain factors, damping ratio and equivalent goals on the wind load distribution of a television tower was discussed. Finally the equivalent static wind loads of the television tower under the 5 most adverse wind angles and 5 most adverse load conditions were computed. The experimental method, computations and research findings provide important references for the anti-wind design of high-rise structure built on hilltops.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation

References

  1. American Standards (2010), "Minimum Design Loads for Buildings and Other Structures", ASCE 7-10, Structural Engineering Institute
  2. Belloli, M., Rosa, L. and Zasso, A. (2014), "Wind loads on a high slender tower: Numerical and experimental comparison", Eng. Struct., 68(4), 24-32. https://doi.org/10.1016/j.engstruct.2014.02.030
  3. Breuer, P., Chmielewski, T., Gorski, P., Konopka, E. and Tarczynski, L. (2008), "The Stuttgart TV Tower-displacement of the top caused by the effects of sun and wind", Eng. Struct., 30(10), 2771-2781. https://doi.org/10.1016/j.engstruct.2008.03.008
  4. Carril, C.F., Isyumov, N. and Brasil, R.M.L.R.F. (2003), "Experimental study of the wind forces on rectangular latticed communication towers with antennas", J. Wind Eng. Indust. Aerodyn., 91(8), 1007-1022. https://doi.org/10.1016/S0167-6105(03)00049-7
  5. Chinese Standards (2012), "Lode Code for The Design of Building Structures", GB50009-2012, China Building Industry Press. (in Chinese)
  6. Feng, M.Q. and Zhang, R. (1997), "Wind-induced vibration characteristics of Nanjing TV tower", Int. J. Nonlin. Mech., 32(4), 693-706. https://doi.org/10.1016/S0020-7462(96)00095-9
  7. Glanville, M.J. and Kwok, K.C.S. (1995), "Dynamic characteristics and wind induced response of a steel frame tower", J. Wind Eng. Indust. Aerodyn., 54-55(2), 133-149. https://doi.org/10.1016/0167-6105(94)00037-E
  8. Japanese Standards (2004), "AIJ Recommendations for Loads on Buildings", AIJ 2004, Research Committee on Structures. (in Japanese).
  9. Kareem, A. and Kabat, S., Jr F.L.H. (1997), "Aerodynamics of Nanjing Tower: a case study", J. Wind Eng. Indust. Aerodyn., 77-78(5), 725-739.
  10. Ke, S.T. and Wang, H. (2016), "Analysis on equivalent static wind loads of large television tower considering topographic effect", J. Southeast Univ. Nat. Sci. Ed., 46(3), 545-551. (in Chinese)
  11. Ke, S.T., Ge, Y.J., Zhao, L. and Tamura, Y. (2012), "A new methodology for analysis of equivalent static wind loads on super-large cooling towers", J. Wind Eng. Indust. Aerodyn., 111(111), 30-39. https://doi.org/10.1016/j.jweia.2012.08.001
  12. Ke, S.T., Wang, T.G., Ge, Y.J. and Tamura, Y. (2014), "Windinduced responses and equivalent static wind loads of towerblade coupled large wind turbine system", Struct. Eng. Mech., 52(3), 485-505 https://doi.org/10.12989/sem.2014.52.3.485
  13. Kitagawa, T., Wakahara, T., Fujino, Y. and Kimura, K. (1997), "An experimental study on vortex-induced vibration of a circular cylinder tower at a high wind speed", J. Wind Eng. Indust. Aerodyn., 69(3), 731-744.
  14. Li, B., Yang, Q. and Yang, J. (2016), "Wind characteristics near ground in south-eastern coast area of China based on field measurement", Geomat. Nat. Hazard. Risk, 3(4), 1-13.
  15. Li, Z.L, Wei, Q.K., Huang, H.J. and Sun, Y. (2011), "Windinduced response of super tall building in hilly terrain", J. Vib. Shock, 30(5), 43-48.
  16. Pirner, M. and Fischer, O. (1999), "Long-time observation of wind and temperature effects on TV towers", J. Wind Eng. Indust. Aerodyn., 79(1), 1-9 https://doi.org/10.1016/S0167-6105(98)00113-5
  17. Simiu, E. and Scanlan, R.H. (1978), Wind Effects on Structures: an Introduction to Wind Engineering, Wiley
  18. Yang, F., Dang, H. and Niu, H. (2016), "Wind tunnel tests on wind loads acting on an angled steel triangular transmission tower", J. Wind Eng. Indust. Aerodyn., 156(156), 93-103. https://doi.org/10.1016/j.jweia.2016.07.016
  19. Zhang, Z.Q., Li, A.Q. and Can, D.Y. (2016), "Simulation of dynamic wind load on Heifei Television Tower", J. Southeast Univ. Nat. Sci. Ed., 31(1), 69-73. (in Chinese)
  20. Zhou, X., Huang, P. and Gu, M. (2010), "Wind loads and windinduced responses of guangzhou new TV tower", Adv. Struct. Eng., 13(4), 707-726. https://doi.org/10.1260/1369-4332.13.4.707

Cited by

  1. Updating the Brazilian wind speed map for structural design vol.79, pp.5, 2017, https://doi.org/10.12989/sem.2021.79.5.557