Research Article
Sep 1968
Buckling Analysis of One-Story Frames
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VIEW THE REPLYAuthors: Alfred Zweig, F.ASCE, and Albert KahnAuthor Affiliations
Publication: Journal of the Structural Division
Volume 94, Issue 9
Abstract
Existing AISC specifications account for column buckling within a rigid frame configuration by recommending certain K values which modify the actual unbraced column length to an effective length. These values are derived from idealized theoretical considerations assuming all columns in the frame to be of identical stiffnees and with identical loading. Where either columns with unequal stiffness are subject to equal loads or columns with identical stiffness are subject to unequal loads presently the design will be based on the most unfavorable combination. In the first case the column with the least stiffness will be designed without utilizing the reserve strength of the stiffer column. In the second case the heavier loaded columns is designed without regard to the inherent reserve strength furnished by the column with the smaller axial load. To utilize the hitherto unused reserve strength of columns in such one story steel frames, a general design method based on the slope deflection theory is presented. Tables are included facilitating rapid column design.
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Published In
Journal of the Structural Division
Volume 94 • Issue 9 • September 1968
Pages: 2107 - 2134
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Sep 1968
Published online: Feb 1, 2021
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Affiliations
Alfred Zweig, F.ASCE
Chief Structural Engr., Albert Kahn Assoc. Architects & Engrgs., Inc., Detroit, Mich.
Albert Kahn
Albert Kahn Assoc. Architects & Engrgs., Inc., Detroit, Mich.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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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.