Structural Engineering and Mechanics

  • 제45권5호
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  • Pages.613-629
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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

Out-of-plane elastic buckling of truss beams

  • Fedoroff, Alexis (Department of Civil and Structural Engineering, Aalto University) ;
  • Kouhia, Reijo (Department of Engineering Design, Tampere University of Technology)
  • 투고 : 2011.07.06
  • 심사 : 2013.02.19
  • 발행 : 2013.03.10
⟨ 이전 논문 다음 논문 ⟩

초록

In this article we will present a method to directly evaluate the critical point of a non-linear system by using the solution of a polynomial eigenvalue approximation as a starting point for an iterative non-linear system solver. This method will be used to evaluate out-of-plane buckling properties of truss structures for which the lateral displacement of the upper chord has been prevented. The aim is to assess for a number of example structures whether or not the linearized eigenvalue solution gives a relevant starting point for an iterative non-linear system solver in order to find the minimum positive critical load.

키워드

참고문헌

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