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A platform for research: civil engineering, architecture and urbanism
State of stress of loaded prefabricated shell in form of 18×18 m hyperbolic paraboloid; results are given of tests for strength, rigidity and crack resistance performed on roof shell in form of four intersecting hyperbolic paraboloids assembled from prefabricated concrete panels and trusses; state of stress was found to differ widely from that predicted by membrane theory of shells; new simplified method of panel joining is proposed which dispenses with welding of reinforcing steel protruding from panel edges.
State of stress of loaded prefabricated shell in form of 18×18 m hyperbolic paraboloid; results are given of tests for strength, rigidity and crack resistance performed on roof shell in form of four intersecting hyperbolic paraboloids assembled from prefabricated concrete panels and trusses; state of stress was found to differ widely from that predicted by membrane theory of shells; new simplified method of panel joining is proposed which dispenses with welding of reinforcing steel protruding from panel edges.
Rabota sbornoi obolochki, etc
Rabota sbornoi obolochki, etc
Chinenkov, Yu.V. (author)
1965
5 pages
Article (Journal)
Russian
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