Interaction and multiscale mechanics

  • 제5권3호
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  • Pages.187-210
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  • 2012
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  • 1976-0426(pISSN)
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  • 2092-6200(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Behavior of cable-stayed bridges built over faults

  • Raftoyiannis, I.G. (Department of Civil Engineering, National Technical University of Athens) ;
  • Michaltsos, G.T. (Department of Civil Engineering, National Technical University of Athens) ;
  • Konstantakopoulos, T.G. (Department of Civil Engineering, National Technical University of Athens)
  • 투고 : 2012.06.10
  • 심사 : 2012.08.02
  • 발행 : 2012.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

Cable-stayed bridges are commonly used in modern bridge engineering for covering long spans. In some special cases, the designer is obliged to build such a bridge over an existing fault. Activation of this fault is possible to bring about a relative displacement or separation movement between two neighboring pylons of the bridge built on opposite sides of the fault. In this work, the effect of such a fault-induced pylon displacement on bridge's deformations and on cables' strength is thoroughly studied for several types of cable-stayed bridges and useful conclusions are drawn aiming the design. The influence of a possible earthquake and traffic loads crossing the bridge when the pylons are moving away from each other is not examined.

키워드

참고문헌

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피인용 문헌

  1. Behavior of cable-stayed bridges under dynamic subsidence of pylons vol.5, pp.4, 2012, https://doi.org/10.12989/imm.2012.5.4.317