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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.
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.
Analysis of ribbed domes with polygonal rings
Am Soc Civ Engrs -- Proc (J Structural Div)
Shih, T.S. (author)
1956
40 pages
Article (Journal)
English
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