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Line load action on thin cylindrical shells
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
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. (Autor:in)
1935
296 pages
Aufsatz (Zeitschrift)
Englisch
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Line load action on thin cylindrical shells
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