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A platform for research: civil engineering, architecture and urbanism
Hyperbolic reservoir with thin wall of prestressed concrete
Principle of structure; piano string reinforcement; capacity of tower is 40 cu m; max diam 3.75 m.
Hyperbolic reservoir with thin wall of prestressed concrete
Principle of structure; piano string reinforcement; capacity of tower is 40 cu m; max diam 3.75 m.
Hyperbolic reservoir with thin wall of prestressed concrete
Reservoir hyperbolique a paroi mince en beton pre contraint
LaPonche, R. (author) / Arnoult, J. (author)
1948
4 pages
Article (Journal)
French
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