Research Article
Jan 1961
Influence of Partial Base Fixity on Frame Stability
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 126, Issue 2
Abstract
The buckling strength of a pinned-base rigid frame is considerably lower than that of an identical fixed-base frame. In current design practice in the United States, however, pinned column bases are specified for most structures because the construction of suitable foundations for fixed bases usually increases the over-all cost. It is shown that the rotational restraint offered by commonly used “pinned” column bases is sufficient to increase the buckling strength of these frames to almost that of identical fixed-base rigid frames.
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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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Theodore V. Galambos, AM.ASCE
Research Asst. Prof., Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
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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.