Research Article
Dec 1965
Prismatic Shells with Intermediate Columns
Publication: Journal of the Structural Division
Volume 91, Issue 6
Abstract
Simply supported prismatic shells with intermediate columns located along longitudinal edges are analyzed. The shell is assumed to be simply supported along the two transverse edges and the intermediate column supports are taken as uniform line loads throughout the longitudinal width of the columns. The magnitude of the column reactions is determined by flexibility influence coefficients assuming that the vertical displacements of the shell at the column supports are zero. A comparison of the magnitude and distribution of the stress resultants and displacements of simply supported prismatic shells with two and four equally spaced intermediate columns resulting from dead load or uniform live load with the results obtained for a shell without intermediate columns is given.
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Published In
Journal of the Structural Division
Volume 91 • Issue 6 • December 1965
Pages: 215 - 237
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Dec 1965
Published online: Feb 1, 2021
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Victor A. Pulmano, AM.ASCE
A.I.D. Participant, Civ. Engrg, Dept., Northwestern Univ., Evanston, Ill.
Seng-Lip Lee, M.ASCE
Prof. of Civ. Engrg., Northwestern Univ., Evanston, Ill.
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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.