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Inelastic lateral-torsional buckling of beam columns
Problem of lateral-torsional buckling in beam columns is studied using analytical approach to detect stage at which inception of this type of instability is imminent; method adopted uses forward integration scheme for solving differential equations; results are presented in respect of 8W31 and 10WF89 with cross sections representative of thin-walled and moderately thin-walled columns, used in multistory buildings.
Inelastic lateral-torsional buckling of beam columns
Problem of lateral-torsional buckling in beam columns is studied using analytical approach to detect stage at which inception of this type of instability is imminent; method adopted uses forward integration scheme for solving differential equations; results are presented in respect of 8W31 and 10WF89 with cross sections representative of thin-walled and moderately thin-walled columns, used in multistory buildings.
Inelastic lateral-torsional buckling of beam columns
ASCE -- Proc (J Eng Mechanics Div)
Miranda, C. (Autor:in) / Ojalvo, M. (Autor:in)
1965
17 pages
Aufsatz (Zeitschrift)
Englisch
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