Research Article
Jan 1961
Buckling of One-Story Frames and Buildings
Publication: Transactions of the American Society of Civil Engineers
Volume 126, Issue 2
Abstract
Buckling of plane frames and of complete one-story building structures is considered in this paper. The theory of buckling of plane, one-story frames is discussed and applied to the collapse of rectilinear frames using a generalization of the slope-deflection method. Both the symmetrical and anti-symmetrical or lurching modes of collapse of plane frames are considered. The relation of the buckling of the plane frames to the buckling of the complete structure is pointed out and a theory for the buckling of such space structures is presented. It is shown that the buckling analysis of the complete structure can be reduced to a sequence of computationally simple problems. Illustrative examples are included.
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© 1961 American Society of Civil Engineers.
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Published in print: Jan 1961
Published online: Feb 10, 2021
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John E. Goldberg, F.ASCE
Prof., Structural Engrg., Purdue Univ., Lafayette, Ind.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.