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A platform for research: civil engineering, architecture and urbanism
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. (author) / Ojalvo, M. (author)
1965
17 pages
Article (Journal)
English
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