Hydrostatic loading of concrete vessels as a special loading case is analyzed. Several analysis methods are presented because different design approaches were found appropriate for cylindrical structures of different geometries. The following cases are treated separately: thick-walled cylinders of all lengths and thin-walled cylinders of short, moderately long, and long lengths. Experimental data are used in the development of the design methods, except for the case of short, thin-walled cylinders.

  • Supplemental Notes:
    • Proceedings of the Conference on Concrete Ships and Floating Structures, Sept. 15-19, 1975, University of California, Berkeley.
  • Corporate Authors:

    University of California, Berkeley

    Berkeley, CA  United States  94720
  • Authors:
    • Haynes, H H
  • Publication Date: 1976

Media Info

  • Features: References;
  • Pagination: 32 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00152759
  • Record Type: Publication
  • Source Agency: Engineering Index
  • Files: TRIS
  • Created Date: May 11 1977 12:00AM