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Technical Report

Case Study of Twin Cable-Stayed Bridges for High-Speed Railway in China: Design, Analysis and Construction

(Prof., Dr, Civil Eng.) , (Graduate Student) & (Dr)

References

  • Gonglian D, Miao S, Wenshuo L, Bin Y. Stress Analysis of Pier-Tower-Girder Fixed Region of Cable-Stayed Bridge with Trough Girder. J. Hunan Univ. 2014; 41(1): 27–32 (in Chinese).
  • Song X. Study on Sunshine Temperature Difference Mode of U-shape Beam Cable-stayed Bridge. MSc Thesis, Central South University, China, 2013 (in Chinese).
  • Gonglian D, Yan B. Longitudinal forces of continuously welded rail on high-speed railway cable-stayed bridge considering impact of adjacent bridges. J. Cent. South Univ. 2012; 19(8): 2348–2353.
  • Union Internationale des Chemins de fer (UIC), 774-3E. Track/bridge Interaction. Recommendations for Calculations, Paris, 2001.
  • Yue C. The Study of Aerodynamic Effects of High-speed Train induced wind and Its Effect on Cable-stayed Bridge Crossing Line. MSc Thesis, Central South University, China, 2013 (in Chinese).

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