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Bending of annular slab supported on columns
Analysis of bending by uniform load of annular slab supported at one or both of circular edges on equally spaced columns; problem solved assuming columns do not restrain rotation of slab and column reactions are uniformly distributed over parts of boundaries; applicability to structural design in high-rise buildings.
Bending of annular slab supported on columns
Analysis of bending by uniform load of annular slab supported at one or both of circular edges on equally spaced columns; problem solved assuming columns do not restrain rotation of slab and column reactions are uniformly distributed over parts of boundaries; applicability to structural design in high-rise buildings.
Bending of annular slab supported on columns
Franklin Inst -- J
Agabein, M.E. (Autor:in) / Lee, S.L. (Autor:in) / Dundurs, J. (Autor:in)
1967
8 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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