Lateral Buckling of Plane Framework

by E.F. Masur,
A. Cukurs,

Serial Information: Journal of the Engineering Mechanics Division, 1957, Vol. 83, Issue 1, Pg. 1-15

Document Type: Journal Paper


It is generally assumed that truss is equally safe against buckling in and out of its plane if its members have same slenderness ratio in both directions; it is shown that argument may be inapplicable to customary rigid jointed type of structure.

Subject Headings: Buckling | Frames | Structural safety | Trusses | Professional societies | Cross sections

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