Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Flexural-torsional buckling of planar frames
Method of analyzing flexural-torsional buckling frame failure is presented; differential equations and equations of equilibrium and continuity at interior joints are derived by minimizing total potential energy function for structure; equations are also applicable to single-span beams, continuous beam, and gabled frames; effect of lateral bracing at knees of rigid frame on flexural-torsional buckling load of frame is investigated for three loading conditions: lateral load at top of left column, transverse loads at third points of beam section of frame, and axial loads at tops of columns; results are presented in graphical form.
Flexural-torsional buckling of planar frames
Method of analyzing flexural-torsional buckling frame failure is presented; differential equations and equations of equilibrium and continuity at interior joints are derived by minimizing total potential energy function for structure; equations are also applicable to single-span beams, continuous beam, and gabled frames; effect of lateral bracing at knees of rigid frame on flexural-torsional buckling load of frame is investigated for three loading conditions: lateral load at top of left column, transverse loads at third points of beam section of frame, and axial loads at tops of columns; results are presented in graphical form.
Flexural-torsional buckling of planar frames
ASCE -- Proc (J Structural Div)
Hartman, A.J. (Autor:in) / Munse, W.H. (Autor:in)
1966
23 pages
Aufsatz (Zeitschrift)
Englisch
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