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Flexural-torsional buckling of planar frames

Hartman, A.J. / Munse, W.H.

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.

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Flexural-torsional buckling of planar frames

Hartman, A.J. / Munse, W.H.

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

Hartman, A.J. / Munse, W.H.

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.

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Title:

Flexural-torsional buckling of planar frames

Additional title:

ASCE -- Proc (J Structural Div)

Contributors:

Hartman, A.J. (author) / Munse, W.H. (author)

Published in:

American Society of Civil Engineers Proceedings, Journal of the Structural Division ; 92

Publication date:

1966

Size:

23 pages

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Structural design

© Metadata Copyright Elsevier B. V. All rights reserved.

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