Research Article
Oct 1977
Stability Analysis and Design of Concrete Frames
Publication: Journal of the Structural Division
Volume 103, Issue 10
Abstract
In recent years tall slender buildings and slender building components have necessitated new methods of analyzing stability problems. During the past 5 yr second-order analyses or PΔ analyses have been extensively examined in the literature. This paper reviews the recent developments in this field and presents several methods in which design engineers can include PΔ moments in their analyses. The first part of the paper reviews methods currently available for carrying out second-order analyses and the second deals with the application of such analyses in the design of reinforced concrete buildings considering stability. It reviews procedures to determine when second-order analyses are required, recommends stiffness values for use in the analysis of concrete frames, and presents the steps necessary in design oriented second-order analyses.
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Published In
Journal of the Structural Division
Volume 103 • Issue 10 • October 1977
Pages: 1953 - 1970
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Oct 1977
Published online: Feb 1, 2021
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Authors
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James G. MacGregor, F.ASCE
Prof. of Civ. Engrg., Univ. of Alberta, Edmonton, Canada
Sven E. Hage, AM.ASCE
Struct. Engr., B.W. Brooker Engrg., Ltd., Consulting Engrs., 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.