Proceedings of the Computational Structural Engineering Institute Conference (한국전산구조공학회:학술대회논문집)
- 1999.04a
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- Pages.11-18
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- 1999
Elastic Critical Load of Non-symmetrically Tapered Columns by Numerical Method
수치해석법에 의한 비대칭 변단면 기둥의 탄성 임계하중
Abstract
For the proper design of a slender compression member, the exact determination of the elastic critical load is crucial, In the cases of non-prismatic compression members, the determinations of the elastic critical load cannot be usually expressed in closed forms. h this paper, the non-symmetrically tapered compression members with arbitrary boundary conditions me analysed by using the finite element method to determine the elastic critical load. The main parameters considered in the numerical analysis are the In Parameter,
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