Research Article
Jan 1962
Stability of Frames in the Presence of Primary Bending Moments
Authors: E.F. Masur, I.C. Chang, and L.H. DonnellAuthor Affiliations
Publication: Transactions of the American Society of Civil Engineers
Volume 127, Issue 1
Abstract
A systematic method of analyzing the stability of frames against sidesway buckling is developed. Two possible avenues of approach are presented: (1) a slope-deflection equation method based on equilibrium considerations; and (2) a moment distribution procedure. These techniques are well-known in connection with the analysis of the stability of frames subjected to loads at the joints only; the present paper represents an extension to the general case in which primary bending moments occur prior to buckling.
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Published In
Transactions of the American Society of Civil Engineers
Volume 127 • Issue 1 • January 1962
Pages: 736 - 751
Copyright
© 1962 American Society of Civil Engineers.
History
Published in print: Jan 1962
Published online: Feb 10, 2021
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E.F. Masur
I.C. Chang
L.H. Donnell
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