Coupled systems mechanics

  • 제5권1호
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  • Pages.1-20
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  • 2016
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  • 2234-2184(pISSN)
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  • 2234-2192(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Numerical model for nonlinear analysis of composite concrete-steel-masonry bridges

  • Baloevic, Goran (Faculty of Civil Engineering, Architecture and Geodesy, University of Split) ;
  • Radnic, Jure (Faculty of Civil Engineering, Architecture and Geodesy, University of Split) ;
  • Grgic, Nikola (Faculty of Civil Engineering, Architecture and Geodesy, University of Split) ;
  • Matesan, Domagoj (Faculty of Civil Engineering, Architecture and Geodesy, University of Split) ;
  • Smilovic, Marija (Faculty of Civil Engineering, Architecture and Geodesy, University of Split)
  • 투고 : 2015.07.16
  • 심사 : 2016.02.16
  • 발행 : 2016.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper firstly briefly describes developed numerical model for both static and dynamic analysis of planar structures made of concrete, steel and masonry. The model can simulate the main nonlinearity of such individual and composite structures. The model is quite simple and based on a small number of material parameters. After that, three real composite concrete-steel-masonry bridges were analyzed using the presented numerical model. It was concluded that the model can be useful in practical analysis of composite bridges. However, future verifications of the presented numerical model are desirable.

키워드

과제정보

연구 과제 주관 기관 : Ministry of Science, Education and Sport of Croatia

참고문헌

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피인용 문헌

  1. Inclined cable-systems in suspended bridges for restricting dynamic deformations vol.6, pp.4, 2016, https://doi.org/10.12989/csm.2017.6.4.377
  2. Probabilistic seismic assessment of RC box-girder bridges retrofitted with FRP and steel jacketing vol.9, pp.4, 2016, https://doi.org/10.12989/csm.2020.9.4.359