Steel and Composite Structures

  • 제43권4호
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  • Pages.457-464
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  • 2022
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Effects of tensioning forces on the structural behavior of cable-stayed bridges

  • Lam, Pauline Lin Li (Department of Architecture & Architectural Engineering, Seoul National University) ;
  • Kang, Thomas H.K. (Department of Architecture & Architectural Engineering, Seoul National University)
  • 투고 : 2021.10.28
  • 심사 : 2022.05.21
  • 발행 : 2022.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

Optimization in distribution of stay cable forces is one of the most difficult aspects in the design of cable-stayed bridges. This article attempts to examine tension force influence on structural behavior of cable-stayed bridges. For the examination, finite element modeling using nonlinear static and nonlinear modal analyses was completed and compared to structural experimental results. Variables analyzed in this parametric study were: 1) Number of stay cables; 2) Tension of the stay cables, and 3) Stay cable pattern - harp and semi-fan patterns. Though the findings from the analysis are limited to the tested models, the study gives insight on the structural behavior of actual cable stayed bridges.

키워드

과제정보

The research described in this paper was financially supported by the Natural Research Foundation of Korea (2021R1D1A5A1032433). Partial support from the Institute of Construction and Environmental Engineering at Seoul National University is also appreciated.

참고문헌

  1. Chen, W.F. and Duan, L. (2014), Bridge Engineering Handbook, Superstructure Design, Taylor & Francis Group.
  2. CSi (Computers and Structures, Inc.) (2007), SAP2000 Bridge Examples.
  3. CSi Knowledge Base (Computers and Structures, Inc.), https://wiki.csiame\linebreakrica.com/
  4. Laboratoire Central des Ponts et Chaussees (LCPC) (2009), Investigations et Evaluations Dynamiques des Ponts, Guide technique.
  5. Lam, P.L.L. (2021), Effects of Prestressing on the Structural Behavior of Cable-Stayed Bridges, Master's thesis, Seoul National University.
  6. Lam, P.L.L. and Kang, T.H.-K. (2021), Harmonic Resonance of Post Tensioned Cable Stayed Bridge, https://m.youtube.com/watch?v=dysEsMFwV6s&t=1s, Seoul National University, YouTube video clip.
  7. Podolny, W. and Scalzi, J.B. (1976), Construction and Design of Cable-Stayed Bridges, John Wiley & Sons.
  8. Setra (Service d'Etudes Techniques des Routes et Autoroutes: Centre des Techniques des Ouvrages d'Art) (2001), Haubans, Recommandations de la Commission Interministerielle de la Precontrainte.
  9. Walther, R., Houriet, B., Isler, W., Moia, P. and Klein, J.F. (1999), Cable Stayed Bridges, Thomas Telford.