Structural Engineering and Mechanics

  • 제47권2호
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  • Pages.265-286
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  • 2013
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Study on economic performances of multi-span suspension bridges part 1: simple estimation formulas

  • Zhang, Li-Wen (Department of Bridge Engineering, Tongji University) ;
  • Xiao, Ru-Cheng (Department of Bridge Engineering, Tongji University) ;
  • Sun, Bin (Department of Bridge Engineering, Tongji University) ;
  • Jiang, Yang (Department of Bridge Engineering, Tongji University) ;
  • Zhang, Xue-Yi (Department of Bridge Engineering, Tongji University) ;
  • Zhuang, Dong-Li (Architectural Design & Research Institute of Tongji University (Group) Co., Ltd.) ;
  • Zhou, Yun-Gang (Architectural Design & Research Institute of Tongji University (Group) Co., Ltd.) ;
  • Tu, Xue (LIN Tung-yan & LI Guo-hao Consultants LTD.)
  • 투고 : 2013.01.13
  • 심사 : 2013.07.17
  • 발행 : 2013.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

A study on economic performances of consecutive multi-span suspension bridges is carried out. In this part of the study, material amount and structural cost estimation formulas of the bridges is derived based on the structural ultimate carrying capacity. The bridge cost includes the part of superstructure and the part of substructure. Three types of bridge foundations, bored piles, concrete caissons and floating foundations, are considered in substructure. These formulas are to be used for the parametric study of the bridge cost in order to define its more economical layout under different conditions in the part two of the study.

키워드

참고문헌

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피인용 문헌

  1. Economic performance of cable supported bridges vol.59, pp.4, 2016, https://doi.org/10.12989/sem.2016.59.4.621
  2. Multiple-span suspension bridges: state of the art vol.169, pp.3, 2016, https://doi.org/10.1680/jbren.15.00035
  3. Study on midtower longitudinal stiffness of three-tower four-span suspension bridges with steel truss girders vol.73, pp.6, 2020, https://doi.org/10.12989/sem.2020.73.6.641