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A platform for research: civil engineering, architecture and urbanism
Smaller arch dams are designed mainly on principle of constant radius, large dams are designed often with constant angle and variable radius; cylinder formula is used for design of smaller dams; for larger dams, trial-load method usually is employed using series of horizontal arch sections and only one vertical cantilever section; examples of several dams.
Smaller arch dams are designed mainly on principle of constant radius, large dams are designed often with constant angle and variable radius; cylinder formula is used for design of smaller dams; for larger dams, trial-load method usually is employed using series of horizontal arch sections and only one vertical cantilever section; examples of several dams.
Thin arch dams favored in Norway
Civ Eng (NY)
Groner, C.F. (author)
Civil Engineering ; 27
1957
5 pages
Article (Journal)
English
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