Structural Engineering and Mechanics

  • 제3권6호
  • /
  • Pages.611-622
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  • 1995
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Inelastic buckling of tapered members with accumulated strain

  • Kim, M.C. (Department of Civil Engineering, State University of New York at Buffalo) ;
  • Lee, G.C. (Department of Civil Engineering, State University of New York at Buffalo) ;
  • Chang, K.C. (Department of Civil Engineering, National Taiwan University)
  • 발행 : 1995.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper is concerned with inelastic load carrying capacity of tapered steel members with or without accumulated plastic strains resulted from previous loading histories. A finite element program is developed using stiffness matrices of tapered members and is applicable for analyses with material and geometric nonlinearity. Results of analyses are compared with other available solutions and with experimental results.

키워드

참고문헌

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피인용 문헌

  1. Buckling analysis of non-prismatic columns based on modified vibration modes vol.13, pp.8, 2008, https://doi.org/10.1016/j.cnsns.2006.09.009
  2. A tapered Timoshenko–Euler beam element for analysis of steel portal frames vol.58, pp.12, 2002, https://doi.org/10.1016/S0143-974X(02)00003-2
  3. Inelastic local buckling of flat, thin-walled structures containing thickness-tapered plates vol.42, pp.3, 2004, https://doi.org/10.1016/j.tws.2003.09.002
  4. Stability problems analysed by finite element and boundary element techniques — A bibliography (1994–1996) vol.26, pp.4, 1997, https://doi.org/10.1016/S0168-874X(96)00089-3
  5. Effects of shear deformation on the effective length of tapered columns with I-section for steel portal frames vol.10, pp.5, 2000, https://doi.org/10.12989/sem.2000.10.5.479