DOI QR코드

DOI QR Code

Investigation of 3-D dynamic wind loads on lattice towers

  • Zou, Lianghao (School of Civil and Building Engineering, Wuhan University) ;
  • Liang, Shuguo (School of Civil and Building Engineering, Wuhan University) ;
  • Li, Q.S. (Department of Building and Construction, City University of Hong Kong) ;
  • Zhao, Lin (Department of Bridge Engineering, Tongji University) ;
  • Ge, Yaojun (Department of Bridge Engineering, Tongji University)
  • Received : 2006.06.09
  • Accepted : 2008.07.03
  • Published : 2008.08.25

Abstract

In this paper, the along-wind, across-wind as well as torsional dynamic wind loads on three kinds of lattice tower models are investigated using the base balance technique in a boundary layer wind tunnel. The models were specially designed, and their fundamental frequencies in the directions of the three principal axes are still in the frequency range of the spectra of wind loads on lattice towers. In order to clear contaminations to the spectra of wind loads induced by model resonance, the generalized force spectra of the first mode of the models in along-wind, across-wind and torsional directions were derived based on measured base moments of the models. The RMS generalized force coefficients are also obtained by removing the contributions of model resonance. Finally, the characteristics of the 3-D dynamic wind loads, especially those of the across-wind dynamic loads, on the three kinds of lattice towers are presented and discussed.

Keywords

References

  1. Glanville, M.J. and Kwok, K. C. S. (1995), "Dynamic characteristics and wind induced responses of a steel frame tower", J. Wind Eng. Ind. Aerodyn. 54-55, 133-149. https://doi.org/10.1016/0167-6105(94)00037-E
  2. Ballio, G., Meberini, F. and Solari, G. (1992), "A 60 year old 100m high steel tower: limit states under wind actions", J. Wind Eng. Ind. Aerodyn. 43(1-3), 2125.
  3. Holmes, J.D. (1994), "Along-wind responses of lattice tower: Part I-derivation of expressions for gust response factors", Eng. Struct., 16(4), 287-292. https://doi.org/10.1016/0141-0296(94)90069-8
  4. Holmes, J.D. (1996), "Along-wind responses of lattice tower: Part II-aerodynamic damping and deflections", Eng. Struct., 18(7), 483-488. https://doi.org/10.1016/0141-0296(95)00131-X
  5. Holmes, J.D. (1996), "Along-wind responses of lattice tower: Part III-effective load distributions", Eng. Struct., 18(7), 489-494. https://doi.org/10.1016/0141-0296(95)00166-2
  6. Holmes, J.D., Schafer, B.L. and Banks, R.W. (1992), "Wind-induced vibration of a large broadcasting tower", J. Wind Eng. Ind. Aerodyn. 43(1-3), 2101-2109. https://doi.org/10.1016/0167-6105(92)90640-V
  7. Juhasova, E. (1997), "Quasi-static versus dynamic space wind response of slender structures", J. Wind Eng. Ind. Aerodyn., 69-71, 757-766. https://doi.org/10.1016/S0167-6105(97)00203-1
  8. Yasui, H. et al. (1999), "Analytic study on wind-induced vibration of power transmission towers", J. Wind Eng. Ind. Aerodyn., 83(1-3), 431-441. https://doi.org/10.1016/S0167-6105(99)00091-4
  9. Carril, C.F. and Isyumov, N. (2003), "Experimental study of the wind forces on rectangular latticed communication towers with antennas", J. Wind Eng. Ind. Aerodyn. 91(8), 1007-1022. https://doi.org/10.1016/S0167-6105(03)00049-7
  10. Harikrishna, P., Shanmugasundaram, J., Gomathinayagam S. and Lakshmanan, N. (1999), "Analytical and experimental studies on the gust response of a 52m tall steel lattice tower under wind loading", Comput. Struct., 70(2), 149-160. https://doi.org/10.1016/S0045-7949(98)00156-4
  11. Savory, E., Parke, G.A.R., Zeinoddini, M., Toy, N. and Disney, P. (2001), "Modelling of tornado and microburstinduced wind loading and failure of a lattice transmission tower", Eng. Struct., 23(4), 365-375. https://doi.org/10.1016/S0141-0296(00)00045-6
  12. Venkateswarlu, B., Harikrishna, P., Rajan, S.S. and Kumar, M.S.R. (1994), "Stochastic gust response of microwave lattice towers", Comput. Struct., 52(5), 1031-1041. https://doi.org/10.1016/0045-7949(94)90087-6
  13. Wyatt, T.A. (1992), "Dynamic gust response of inclined towers", J. Wind Eng. Ind. Aerodyn. 43(1-3), 2153-2163. https://doi.org/10.1016/0167-6105(92)90650-Y
  14. Wang, D.H. and Liang, S.G. (2004), "The study of mechanical model of along-wind equivalent static loads on tall buildings", Acta Mechanica Solida Sinica, 25, S. Issue, 79-84(In Chinese).
  15. European Standard. (2004), Eurocod1: Actions on structures-general actions - Part 1-4: wind actions, Ref. No. prEN 1991-1-4.
  16. ASCE Standard. (2002), ASCE 7-02: Minimum Design Loads for Buildings and Other Structures. New York.
  17. ESDU (2001), Characteristics of atmospheric turbulence near the ground, Part II: Single point data for strong winds (neutral atmosphere), Wind engineering Sub-series, Data Item 85020, London.

Cited by

  1. Investigation on wind tunnel tests of a full aeroelastic model of electrical transmission tower-line system vol.85, 2015, https://doi.org/10.1016/j.engstruct.2014.11.042
  2. Gantry crane derailment and collapse induced by wind load vol.66, 2016, https://doi.org/10.1016/j.engfailanal.2016.05.008
  3. Application of the high-frequency base balance technique to tall slender structures considering the effects of higher modes vol.151, 2017, https://doi.org/10.1016/j.engstruct.2017.08.005
  4. Wind loads on a high slender tower: Numerical and experimental comparison vol.68, 2014, https://doi.org/10.1016/j.engstruct.2014.02.030
  5. Preliminary design and structural responses of typical hybrid wind tower made of ultra high performance cementitious composites vol.48, pp.6, 2013, https://doi.org/10.12989/sem.2013.48.6.791
  6. Wind loads and vortex shedding analysis on the effects of the porosity on a high slender tower vol.126, 2014, https://doi.org/10.1016/j.jweia.2014.01.004
  7. Simulation of multivariate non-Gaussian wind pressure on spherical latticed structures vol.15, pp.3, 2008, https://doi.org/10.12989/was.2012.15.3.223
  8. Comparative structural analysis of lattice hybrid and tubular wind turbine towers vol.30, pp.1, 2008, https://doi.org/10.12989/was.2020.30.1.029
  9. Experimental study of wind loads on typical single-circuit transmission towers vol.173, pp.3, 2008, https://doi.org/10.1680/jstbu.17.00170
  10. Aeroelastic model design and sensitivity analysis of a complicated steel truss arch tower to skew incident winds based on wind tunnel tests vol.214, pp.None, 2008, https://doi.org/10.1016/j.jweia.2021.104646
  11. Wind load investigation of self-supported lattice transmission tower based on wind tunnel tests vol.252, pp.None, 2008, https://doi.org/10.1016/j.engstruct.2021.113575