Research Article
Aug 1961
Stability of Frames in the Presence of Primary Bending Moments
Authors: E.F. Masur, I.C. Chang, and L.H. DonnellAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 87, Issue 4
Abstract
Systematic method of analyzing stability of frames against sidesway buckling is developed; 2 possible approaches are presented; slope deflection equation method based on equilibrium considerations and moment distribution procedure; these otherwise well known techniques, for analysis of stability of frames subjected to loads at joints, are extended here to general case in which primary bending moments occur prior to buckling.
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Published In
Journal of the Engineering Mechanics Division
Volume 87 • Issue 4 • August 1961
Pages: 19 - 34
Copyright
© 1961 American Society of Civil Engineers.
History
Published in print: Aug 1961
Published online: Feb 3, 2021
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Authors
Affiliations
E.F. Masur
Prof. of Engrg. Mechanics, Univ. of Michigan, Ann Arbor, Mich.
I.C. Chang
Stress Analyst, Scientific Design Co., New York, N. Y.
L.H. Donnell
Senior Research Scientist, Inst. of Science and Tech., Univ. of Michigan, Ann Arbor, Mich.
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