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Design of reinforced concrete frame, with given geometry and loading, for maximum economy vs elastic design, so that under any possible loading combination some prescribed load factors be guaranteed against both plastic collapse of structure and first yield of its critical sections; it is assumed that bending action prevails, that shear and axial forces effects are negligible and that inelastic rotations are concentrated at points, as in simple plastic theory, and that these rotations remain within permissible limits; acceptable limit design solutions are available to take advantage of inelastic strength reserves of structural concrete. (Preprint)
Design of reinforced concrete frame, with given geometry and loading, for maximum economy vs elastic design, so that under any possible loading combination some prescribed load factors be guaranteed against both plastic collapse of structure and first yield of its critical sections; it is assumed that bending action prevails, that shear and axial forces effects are negligible and that inelastic rotations are concentrated at points, as in simple plastic theory, and that these rotations remain within permissible limits; acceptable limit design solutions are available to take advantage of inelastic strength reserves of structural concrete. (Preprint)
Limit design of reinforced concrete frames
ASCE Structural Eng Conf
Cohn, M.Z. (author)
ASCE Structural Engineering Conference ; 1967
1967
15 pages
Conference paper
English
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