Research Article
Jan 1955
Analysis and Tests of a Cylindrical Shell Roof Model
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 120, Issue 1
Abstract
Analytical expressions for the effective width of cylindrical shells are presented herein. These formulas are used for the analysis of a cylindrical shell roof acted upon by horizontal longitudinal forces. Also studied are the influences of foundation movements, temperature changes, and shrinkage.
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© 1955 American Society of Civil Engineers.
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Published in print: Jan 1955
Published online: Feb 10, 2021
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Bruno Thürlimann
Research Asst. Prof., Fritz Eng. Lab., Lehigh Univ., Bethlehem, Pa.
Bruce G. Johnston, M.ASCE
Prof. of St ructural Eng., Civ. Eng. Dept., Univ. of Michigan, Ann Arbor, Mich.; formerly Director of Fritz Eng. 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.