Research Article
Jan 1974
Shallow Spherical Shells Under Apex Loads
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 100, Issue 1
Abstract
A polynomial load is developed to describe the response of a shallow spherical shell to a concentrated load applied at apex under various boundary conditions. Curves of deflection, moments, and thrusts are presented for varying values of geometrical parameters. An analogous table gives coefficients for direct computation of pertinent design quantities. Characteristic lengths for which edge boundary conditions can be ignored are given. Behavior of finite and infinite shells are compared.
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Published In
Journal of the Structural Division
Volume 100 • Issue 1 • January 1974
Pages: 249 - 264
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Jan 1974
Published online: Feb 1, 2021
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Authors
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Isadore K. Silverman, M.ASCE
Retired, formerly, Civ. and Environmental Engrg. Dept., Univ. of Colorado, Boulder, Colo.
John R. Mays, M.ASCE
Assoc. Prof. of Civ. and Environmental Engrg., Univ. of Colorado, Denver, Colo.
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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.