Earthquakes and Structures

  • 제12권3호
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  • Pages.375-388
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  • 2017
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Parametric seismic evaluation of highway overpass bridges in moderate seismic areas

  • Simon, Jozsef (Department of Structural Engineering, Budapest University of Technology and Economics) ;
  • Vigh, Gergely L. (Department of Structural Engineering, Budapest University of Technology and Economics)
  • 투고 : 2016.07.18
  • 심사 : 2017.02.12
  • 발행 : 2017.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

Prior to modern seismic provisions, several bridges were not designed for seismic actions in moderate seismic areas. Precast multi-girder and slab bridges are typical highway overpass structures; they have a significant contribution to national bridge stocks. Since the seismic behavior is questionable, a preliminary parametric study is conducted to determine critical configurations and components. The results indicate that the behavior of the abutments, backfill soil, superstructure and foundation is normally satisfactory; however, the superstructure-abutment joints are critical for both single- and multi-span bridges, while the piers are also critical for longer multi-span configurations. The parametric results provide a solid basis both for detailed seismic assessment and development of design concepts of newly built structures in moderate seismic zones.

키워드

과제정보

연구 과제 주관 기관 : Hungarian Academy of Sciences

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피인용 문헌

  1. Numerical study of seismic response of irregular multi-frame reinforced concrete bridges vol.173, pp.11, 2020, https://doi.org/10.1680/jstbu.18.00222