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Arch dam analysis by trial loads simplified
Essential steps for determining stresses in dams where vertical and horizontal resistances are jointly in action; method developed by engineers of Bureau of Reclamation, known as trial-load method; analysis based on gradual approach by trial; trial loads are modified so that finally conditions of geometrical continuity are satisfied; radial adjustment; tangential adjustment; influence of Poisson's ratio; convergence of adjustments.
Arch dam analysis by trial loads simplified
Essential steps for determining stresses in dams where vertical and horizontal resistances are jointly in action; method developed by engineers of Bureau of Reclamation, known as trial-load method; analysis based on gradual approach by trial; trial loads are modified so that finally conditions of geometrical continuity are satisfied; radial adjustment; tangential adjustment; influence of Poisson's ratio; convergence of adjustments.
Arch dam analysis by trial loads simplified
Eng. News-Rec
Westergaard, H.M. (author)
Engineering News-Record ; 106
1931
3 pages
2 Figs.
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
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