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A platform for research: civil engineering, architecture and urbanism
Large prestressed concrete elevated tank for Dallas, Texas
Design considerations; use of slip-forms in constructing 83-ft substructure; concreting of tank floor, walls, and dome roof; prestressing of walls and dome ring; rubber joint seals at top and bottom of walls insure water tightness and prevent transfer of stresses from wall to other parts of structure.
Large prestressed concrete elevated tank for Dallas, Texas
Design considerations; use of slip-forms in constructing 83-ft substructure; concreting of tank floor, walls, and dome roof; prestressing of walls and dome ring; rubber joint seals at top and bottom of walls insure water tightness and prevent transfer of stresses from wall to other parts of structure.
Large prestressed concrete elevated tank for Dallas, Texas
Am Concrete Inst -- J
Closner, J.J. (author) / Carmel, T. (author)
1956
8 pages
Article (Journal)
English
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