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Inelastic lateral-torsional buckling of beam-columns
Procedure for determination of inelastic lateral-torsional buckling strength of steel wide-flange beam columns is presented; beak columns are subjected to axial thrust and to moments applied at one end only; end-moments cause bending about strong axis of members, and effects of initially present symmetric thermal residual stresses are included in analysis; two simultaneous differential equations with variable coefficients are derived, and corresponding finite difference equations are presented; critical end moments are obtained when value of characteristic buckling determinant becomes zero.
Inelastic lateral-torsional buckling of beam-columns
Procedure for determination of inelastic lateral-torsional buckling strength of steel wide-flange beam columns is presented; beak columns are subjected to axial thrust and to moments applied at one end only; end-moments cause bending about strong axis of members, and effects of initially present symmetric thermal residual stresses are included in analysis; two simultaneous differential equations with variable coefficients are derived, and corresponding finite difference equations are presented; critical end moments are obtained when value of characteristic buckling determinant becomes zero.
Inelastic lateral-torsional buckling of beam-columns
ASCE -- Proc (J Structural Div)
Fukumoto, Y. (author) / Galambos, T.V. (author)
1966
21 pages
Article (Journal)
English
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Inelastic lateral-torsional buckling of beam columns
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