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Structural model is described and analyzed for numerical solution; plate model consists of 2 groups of beams intersecting at right angles, one group being continuous over other; twisting moments in plate are carried by pairs of coil springs; loads are assumed to be concentrated at beam intersections; this procedure provides elastic surface, moments, etc, with higher accuracy, and only small number of simultaneous equations need to be solved.
Structural model is described and analyzed for numerical solution; plate model consists of 2 groups of beams intersecting at right angles, one group being continuous over other; twisting moments in plate are carried by pairs of coil springs; loads are assumed to be concentrated at beam intersections; this procedure provides elastic surface, moments, etc, with higher accuracy, and only small number of simultaneous equations need to be solved.
Bending of rectangular plates
ASCE -- Proc (J Structural Div)
Badir, M. (author)
1961
30 pages
Article (Journal)
English
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