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Method for design of relatively small dams; differential equations are established for equilibrium of closed loop dome; then elimination of actual part of effective structure allows simplification in calculations taking into account conditions of bond of established edges and internal stresses involved.
Method for design of relatively small dams; differential equations are established for equilibrium of closed loop dome; then elimination of actual part of effective structure allows simplification in calculations taking into account conditions of bond of established edges and internal stresses involved.
Rational calculation of dome type dams
Calcolo razionale delle grandi dighe a cupola
Pirri, D. (Autor:in)
1961
7 pages
Aufsatz (Zeitschrift)
Italienisch
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