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Model studies of concrete hyperbolic paraboloid
Test results on uniform, unsymmetrical, and concentrated loads; graphical presentation of stresses and deflection tendencies for diaphragm to edge beam action, vertical and horizontal actions of edge beams, and actions of main convex and concave parabolas; large bending stresses in edge beams, in shell, and between shell and edge beams were observed showing deviations from membrane theory that existed during all loading conditions.
Model studies of concrete hyperbolic paraboloid
Test results on uniform, unsymmetrical, and concentrated loads; graphical presentation of stresses and deflection tendencies for diaphragm to edge beam action, vertical and horizontal actions of edge beams, and actions of main convex and concave parabolas; large bending stresses in edge beams, in shell, and between shell and edge beams were observed showing deviations from membrane theory that existed during all loading conditions.
Model studies of concrete hyperbolic paraboloid
ASCE -- Proc (J Structural Div)
Thurman, A.G. (Autor:in) / Herman, G.J. (Autor:in)
1962
21 pages
Aufsatz (Zeitschrift)
Englisch
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