DOI QR코드

DOI QR Code

Wind stability of three-tower suspension bridges

  • Zhang, Xin-Jun (College of Civil Engineering and Architecture, Zhejiang University of Technology)
  • 투고 : 2007.12.12
  • 심사 : 2008.05.02
  • 발행 : 2008.08.25

초록

키워드

참고문헌

  1. Chen, A.R. (2006), "Wind-resistant Research on the Taizhou Highway Bridge over the Yangtze River: sectionalmodel wind tunnel test", Research Report, the State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University.
  2. Gimsing, N.J. (1997), Cable-supported Bridges - Concept & Design(2nd edition), John Wiley & Sons Ltd., England.
  3. Zhang, X.J., Sun, B.N. and Xiang, H.F. (2002), "Nonlinear aerostatic and aerodynamic analysis of long-span suspension bridges considering wind-structure interactions", J. Wind Eng. Ind. Aerody., 90(9), 1065-1080. https://doi.org/10.1016/S0167-6105(02)00251-9

피인용 문헌

  1. Seismic performance and its favorable structural system of three-tower suspension bridge vol.50, pp.2, 2014, https://doi.org/10.12989/sem.2014.50.2.215
  2. Flutter Mode Transition of a Double-Main-Span Suspension Bridge in Full Aeroelastic Model Testing vol.19, pp.7, 2014, https://doi.org/10.1061/(ASCE)BE.1943-5592.0000625
  3. Study of structural parameters on the aerodynamic stability of three-tower suspension bridge vol.13, pp.5, 2008, https://doi.org/10.12989/was.2010.13.5.471
  4. Static and Dynamic Behaviours of Three-Tower Suspension Bridges and the Structure Selection of the Mid-Tower vol.163, pp.None, 2010, https://doi.org/10.4028/www.scientific.net/amr.163-167.2343
  5. Wind tunnel investigation on flutter and buffeting of a three-tower suspension bridge vol.24, pp.4, 2008, https://doi.org/10.12989/was.2017.24.4.367
  6. Nonlinear aerostatic analysis of long-span suspension bridge by Element free Galerkin method vol.31, pp.1, 2008, https://doi.org/10.12989/was.2020.31.1.75