Structural Engineering and Mechanics

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Analytical method for main cable configuration of two-span self-anchored suspension bridges

  • Tan, Yong-Gang (School of Civil & Hydraulic Engineering, Dalian University of Technology) ;
  • Gong, Feng (School of Civil & Hydraulic Engineering, Dalian University of Technology) ;
  • Zhang, Zhe (School of Civil & Hydraulic Engineering, Dalian University of Technology)
  • Received : 2009.04.16
  • Accepted : 2009.06.12
  • Published : 2009.07.30
⟨ Previous Next ⟩

Abstract

Keywords

References

  1. Kim, H.K., Lee, M.J. and Chang, S.P. (2002), "Nonlinear shape-finding analysis of a self-anchored suspensionbridge", Eng. Struct., 24, 1547-1559 https://doi.org/10.1016/S0141-0296(02)00097-4
  2. Tan, Y.G., Zhang, Z. and Huang, C.L. (2007), "An analytical method for main cable configuration of selfanchored suspension bridges", J. Highway Transp. Res. Development, 24(1), 88-90

Cited by

  1. Self-Anchored Suspension Bridges in China vol.22, pp.1, 2017, https://doi.org/10.1061/(ASCE)SC.1943-5576.0000304
  2. Application of Dynamic Unstressed State Method in Vertical Rotation Construction of Bridges vol.255-260, pp.1662-8985, 2011, https://doi.org/10.4028/www.scientific.net/AMR.255-260.988
  3. The characteristics of the multi-span suspension bridge with double main cables in the vertical plane vol.42, pp.3, 2009, https://doi.org/10.12989/sem.2012.42.3.291
  4. Determination and Implementation of Reasonable Completion State for the Self-Anchored Suspension Bridge with Extra-Wide Concrete Girder vol.9, pp.12, 2009, https://doi.org/10.3390/app9122576
  5. Behaviour and design of three-tower, self-anchored suspension bridge with a concrete girder vol.172, pp.3, 2009, https://doi.org/10.1680/jbren.18.00023
  6. Parametric analysis of the dynamic characteristics of a long-span three-tower self-anchored suspension bridge with a composite girder vol.1, pp.1, 2009, https://doi.org/10.1186/s43251-020-00010-x