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Theory of Flat Slabs with Edges Free or Supported by Walls
Author(s) -
Ono K.
Publication year - 1976
Publication title -
zamm ‐ journal of applied mathematics and mechanics / zeitschrift für angewandte mathematik und mechanik
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.449
H-Index - 51
eISSN - 1521-4001
pISSN - 0044-2267
DOI - 10.1002/zamm.19760560803
Subject(s) - slab , equidistant , row , geometry , bending , structural engineering , boundary (topology) , boundary value problem , materials science , geology , mechanics , mathematics , physics , engineering , mathematical analysis , computer science , database
Assuming that uniformly distributed load or horizontal forces are applied, the bending of a long plate or flat slab which is supported by several or many rows of equidistant columns is studied. As for the boundary conditions the following two cases are considered. (1) The opposite two edges are free, (2) The opposite two edges are supported and clamped to the walls. The capitals of the columns are assumed to be clamped to the slab and the resisting couples applied to the slab from the columns are also considered.