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Analysis of short span folded plates
Plate was analyzed considering 2 way slab action and nonlinear normal stress distribution between fold lines; slab is considered continuous over fold lines and simply supported at end diaphragms; membrane stresses are computed by treating plates as deep beams; compatibility at fold lines is satisfied by equalizing longitudinal displacements; final moments and stresses are compared with Goldberg and Leve's elasticity method.
Analysis of short span folded plates
Plate was analyzed considering 2 way slab action and nonlinear normal stress distribution between fold lines; slab is considered continuous over fold lines and simply supported at end diaphragms; membrane stresses are computed by treating plates as deep beams; compatibility at fold lines is satisfied by equalizing longitudinal displacements; final moments and stresses are compared with Goldberg and Leve's elasticity method.
Analysis of short span folded plates
ASCE -- Proc (J Structural Div)
Seetharamulu, K. (Autor:in) / Kulkarni, M.G. (Autor:in)
1964
14 pages
Aufsatz (Zeitschrift)
Englisch
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Analysis of short folded plates
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