Research Article
May 1972
Aspects of Column Design in Tall Steel Buildings
Publication: Journal of the Structural Division
Volume 98, Issue 5
Abstract
Present design procedures (1971) for steel columns imply that each column in a story is capable of resisting a lateral force including that produced by the axial force as the structure sways under the action of the applied loads. A more economical solution may result if selected columns are designed to resist the lateral forces in a complete story; the remaining columns are then supported by these elements. This paper analyzes the techniques used to assess the stability of a 57-story steel structure designed so that rigidly connected exterior frames resist the applied lateral loads and also provide support for less stiff interior frames. The difficulties in the preliminary design are described briefly and the final solution, which includes the secondary or sway forces directly, is described in detail. In addition, the technique used for a story-by-story assessment of the ultimate strength is reported.
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Published In
Journal of the Structural Division
Volume 98 • Issue 5 • May 1972
Pages: 1069 - 1083
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: May 1972
Published online: Feb 1, 2021
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John Springfield, M.ASCE
Assoc. Part., C. D. Carruthers & Wallace, Consultants Ltd., Consulting Structural Engrs., Toronto, Canada
Peter F. Adams, M.ASCE
Prof. of Civ. Engrg., Univ. of Alberta; Principal, Adams & MacGregor Consulting Engrs. Ltd., Edmonton, Canada
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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.
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.