Research Article
Nov 1956
Analysis of Ribbed Domes with Polygonal Rings
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 82, Issue 6
Abstract
Methods of analysis of ribbed domes for fully symmetrical loading and general load conditions; members of structure are considered to be rigidly connected; under fully symmetrical loading dome is analyzed by direct application of Castigliano's theorem; for general load condition, internal forces and displacements are determined by superimposing effects of separate loads on individual ribs.
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Published In
Journal of the Structural Division
Volume 82 • Issue 6 • November 1956
Pages: 1101-1 - 1101-40
Copyright
© 1956 American Society of Civil Engineers.
History
Published in print: Nov 1956
Published online: Feb 1, 2021
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Tsze-Sheng Shih
Prof. of Civ. Eng., Tsing Hwa Univ., Peking, China
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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.