A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stability of Frames in the Presence of Primary Bending Moments
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.
Stability of Frames in the Presence of Primary Bending Moments
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.
Stability of Frames in the Presence of Primary Bending Moments
Masur, E.F. (author) / Chang, I.C. (author) / Donnell, L.H. (author)
Transactions of the American Society of Civil Engineers ; 127 ; 736-751
2021-01-01
161962-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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