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Lateral buckling of plane frameworks
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.
Lateral buckling of plane frameworks
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.
Lateral buckling of plane frameworks
Am Soc Civ Engrs -- Proc (J Eng Mechanics Div)
Masur, E.F. (author) / Cukurs, A. (author)
1957
15 pages
Article (Journal)
English
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