Structural Engineering and Mechanics

  • 제46권4호
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  • Pages.533-547
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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

Collapse behaviour in reciprocal frame structures

  • Garavaglia, Elsa (Department of Civil and Environmental Engineering, Politecnico di Milano) ;
  • Pizzigoni, Attilio (Department of Design and Technology, Universita degli Studi di Bergamo) ;
  • Sgambi, Luca (Department of Civil and Environmental Engineering, Politecnico di Milano) ;
  • Basso, Noemi (Department of Civil and Environmental Engineering, Politecnico di Milano)
  • 투고 : 2012.09.07
  • 심사 : 2013.04.25
  • 발행 : 2013.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

"Reciprocal Frame" refers to a self-supporting grid structure used both for floor and roof. Using Finite Element Methods for non-linear solid mechanics and frictional-contact, this paper intends to analytically and numerically investigate the collapse behaviour of a reciprocal frame structure made of fibre-reinforced concrete. Considering a simple 3-beam structure, it has been investigated using a solid finite element model. Once defined the collapse behaviour of the simple structure, the analysis has been generalized using a concentrated plasticity finite element method. Results provided will be useful for studying generic reciprocal frame structures with several beams.

키워드

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