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A platform for research: civil engineering, architecture and urbanism
Theory of shells is applied to statical analysis of arch dam; system of partial differential equations is derived for three components of displacement vector; under certain simplifying assumptions, partial differential equation for normal displacement is reduced to single ordinary differential equation; allowance is made for vertical curvature and torsional rigidity; results of approximate method presented agree with results of measurements performed on dam model. (See also 355 June 1964 p 598-602)
Theory of shells is applied to statical analysis of arch dam; system of partial differential equations is derived for three components of displacement vector; under certain simplifying assumptions, partial differential equation for normal displacement is reduced to single ordinary differential equation; allowance is made for vertical curvature and torsional rigidity; results of approximate method presented agree with results of measurements performed on dam model. (See also 355 June 1964 p 598-602)
Arch dams of constant angle type
Barrages-voutes du type a angle constant
Herzog, M. (author)
1964
3 pages
Article (Journal)
English
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