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Derivation of influence numbers for longitudinal edge deformations of thin, cylindrical, shell sector, rigidly held between transverse stiffening members, such as large pipe lines, self-supporting flume structures, sector gates, and barrel type of roof; corrective line loads, which restore continuity of structure; secondary stress conditions in halffull pipe line; edge load problems; influence numbers for edge deformations; membrane system. (See also - n 7, n 9, n 10 discussions July p 1112-4, Nov p 1391-4 and Dec p 1504-5)
Derivation of influence numbers for longitudinal edge deformations of thin, cylindrical, shell sector, rigidly held between transverse stiffening members, such as large pipe lines, self-supporting flume structures, sector gates, and barrel type of roof; corrective line loads, which restore continuity of structure; secondary stress conditions in halffull pipe line; edge load problems; influence numbers for edge deformations; membrane system. (See also - n 7, n 9, n 10 discussions July p 1112-4, Nov p 1391-4 and Dec p 1504-5)
Line load action on thin cylindrical shells
Am Soc Civ Engrs -- Proc
Schorer, H. (author)
1935
296 pages
Article (Journal)
English
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Line load action on thin cylindrical shells
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