Buckling of One-Story Frames and Buildings

by John E. Goldberg,

Serial Information: Transactions of the American Society of Civil Engineers, 1961, Vol. 126, Issue 2, Pg. 482-515

Document Type: Journal Paper


Theory of buckling of plane one-story frames is applied to collapse of rectilinear frames using generalization of slope-deflection method; symmetrical and antisymmetrical or lurching modes of collapse of plane frames are considered; it is shown that buckling analysis of complete structure can be reduced to sequence of computationally simple problems; illustrative examples.

Subject Headings: Frames | Buckling | Structural failures | Symmetry | Slopes | Failure modes | Structural analysis | Computing in civil engineering

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