Research Article
Jan 1948

Thin-Shelled Domes Loaded Eccentrically

Publication: Transactions of the American Society of Civil Engineers
Volume 113, Issue 1

Abstract

A shallow thin-shelled model dome of plaster of Paris was subjected to a concentrated load successively placed between the springing and the crown. Strains were measured at near-by and distant stations on the upper surface. Compression and transverse tests of the plaster gave data concerning moduli of elasticity and Poisson's ratio whereby stresses were computed from the recorded strains. Sand loads were distributed uniformly over an eighth segment and over a quarter segment to study the transition from a concentrated load to a uniformly distributed load over the entire surface.

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Published In

Go to Transactions of the American Society of Civil Engineers
Transactions of the American Society of Civil Engineers
Volume 113Issue 1January 1948
Pages: 293 - 315

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Published in print: Jan 1948
Published online: Feb 10, 2021

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Walter C. Voss, AM.ASCE
Head, Dept. of Bldg. Eng. and Constr., Mass. Inst. Tech., and Consultant, Cambridge, Mass.
Dean Peabody Jr., M.ASCE
Associate Prof., Dept. of Bldg. Eng. and Constr., Mass. Inst. Tech., Cambridge, Mass.
Howard R. Staley, AM.ASCE
Asst. Prof., Dept. of Bldg. Eng. and Constr., Mass. Inst. Tech., Cambridge, Mass.
Albert G. H. Dietz, AM.ASCE
Asst. Prof., Dept. of Bldg. Eng. and Constr., Mass. Inst. Tech., Cambridge Mass.

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