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Critical buckling loads for tapered columns
Formulas and graphs for determination of critical elastic buckling loads of uniformly tapered columns having wide flange section, box section, and other cross-sectional shapes are presented; columns with pinned ends, fixed-free ends, fixed-pinned ends, and fixed ends are considered; critical elastic buckling loads may be obtained directly from graphs presented.
Critical buckling loads for tapered columns
Formulas and graphs for determination of critical elastic buckling loads of uniformly tapered columns having wide flange section, box section, and other cross-sectional shapes are presented; columns with pinned ends, fixed-free ends, fixed-pinned ends, and fixed ends are considered; critical elastic buckling loads may be obtained directly from graphs presented.
Critical buckling loads for tapered columns
ASCE -- Proc (J Structural Div)
Gere, J.M. (Autor:in) / Carter, W.O. (Autor:in)
1962
11 pages
Aufsatz (Zeitschrift)
Englisch
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