Bin-hua Xia, Zeng-shun Chen, Tian-long Li, Yong-da Yang, and Lei Liu


  1. [1] Z.-S. Chen, J.-t. Zhou, G. Hu, Y. Li, and H. Ma, A novel movable scaffolding system (MSS) for a long-span curved girder bridge, International Journal of Robotics and Automation, 32(2), 2017, 164–175.
  2. [2] F. Xu, J. Hu, X. Wang, and G. Jiang, Helix cable-detecting robot for cable-stayed bridge: design and analysis, International Journal of Robotics and Automation, 29, 2014, 406–414.
  3. [3] F. Cluni, V. Gusella, S. Spence, and G. Bartoli, Wind action on regular and irregular tall buildings: Higher order moment statistical analysis by HFFB and SMPSS measurements, Journal of Wind Engineering and Industrial Aerodynamics, 99, 2011, 682–690.
  4. [4] T. Tschanz and A. Davenport, The base balance technique for the determination of dynamic wind loads, Journal of Wind Engineering and Industrial Aerodynamics, 13, 1983, 429–439.
  5. [5] K. Tse, P. Hitchcock, and K. Kwok, Mode shape linearization for HFBB analysis of wind-excited complex tall buildings, Engineering Structures, 31, 2009, 675–685.
  6. [6] D.W. Boggs and N. Hosoya, Wind-tunnel techniques to address structures with multiple coupled interactions, Proc. of Structures Congress, Washington, DC, 2001, 1–6.
  7. [7] J.D. Holmes and T.K. Tse, International high-frequency base balance benchmark study, Wind and Structures, 18, 2014, 457–471.
  8. [8] K. Tse, P.A. Hitchcock, and K. Kwok, A time domain analysis technique for aerodynamic wind tunnel model studies, Journal of Wind and Engineering, 5, 2008, 1–16.
  9. [9] K.C. Kwok and P.A. Bailey, Aerodynamic devices for tall buildings and structures, Journal of Engineering Mechanics, 113, 1987, 349–365.
  10. [10] K. Kwok and W.H. Melbourne, Wind-induced lock-in excitation of tall structures, Journal of the Structural Division, 107, 1981, 57–72.
  11. [11] C.M. Chan, M. Huang, and K. Kwok, Integrated wind load analysis and stiffness optimization of tall buildings with 3D modes, Engineering Structures, 32, 2010, 1252–1261.
  12. [12] D.C. Vaz, R.A. Almeida, E. Didier, A.P. Urgueira, and A.J. Borges, Improving the aerodynamic performance of Vila-Real Bridge deck-section, Journal of Wind Engineering and Industrial Aerodynamics, 156, 2016, 72–83.
  13. [13] E. Simiu and R.H. Scanlan, Wind effects on structures: Fundamentals and applications to design, 3rd ed. (New York: John-Wiley and Sons, Inc., 1996).
  14. [14] A.G. Davenport, Wind loads on structures, (Canada, Ottawa: National Research Council, 1960).
  15. [15] K. Kwok and W. Melbourne, Cross-wind response of structures due to displacement dependent lock-in excitation, Proc. the Fifth Int Conf. on Wind Engg., Fort Collins, Colorado, USA, 1979, 699–708.
  16. [16] K. Kwok and W. Melbourne, The effects of freestream turbulence on a galloping square tower, Proc. 6th Aust. Conf. Hydraulics and Fluid. Mech., Univ. of Adelaide, Adelaide, Australia, 1977, 447–450.
  17. [17] K. Kwok and W.H. Melbourne, Freestream turbulence effects on galloping, Journal of the Engineering Mechanics Division, 106, 1980, 273–288.
  18. [18] Y. Xu, D. Sun, J. Ko, and J. Lin, Buffeting analysis of long span bridges: A new algorithm, Computers & Structures, 68, 1998, 303–313.
  19. [19] R.D. Blevins, Flow-induced vibration, (New York: Van Nostrand Reinhold Co., 1990).
  20. [20] H. Xiang, W. Bao, A. Chen, Z. Lin, and J. Liu, Windresistant design specification for highway bridges, Ministry of Communications of the People’s Republic of China, Beijing, China, 2004.
  21. [21] G. Diana, F. Resta, M. Belloli, and D. Rocchi, On the vortex shedding forcing on suspension bridge deck, Journal of Wind Engineering and Industrial Aerodynamics, 94, 2006, 341–363.
  22. [22] A. Larsen, S. Esdahl, J.E. Andersen, and T. Vejrum, Storebælt suspension bridge–vortex shedding excitation and mitigation by guide vanes, Journal of Wind Engineering and Industrial Aerodynamics, 88, 2000, 283–296.
  23. [23] Z. Zhou, T. Yang, Q. Ding, and Y. Ge, Mechanism on suppression in vortex-induced vibration of bridge deck with long projecting slab with countermeasures, Wind and Structures, 20, 2015, 643–660.

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