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Concrete arches for long-span construction
Outline of theory claiming that it is possible to build reinforced-concrete arches of 3000 to 5000 ft span; Freyssinet's transverse reinforcement for bulky cross-sections; specific weight of hooped compression members; possibilities of cross-sectional form; lateral stiffness against buckling; form work for Albert Louppe bridge; wind action is limiting factor. Before Congress for Concrete and Reinforced Concrete. (See also - discussion n 6 June p 378-9)
Concrete arches for long-span construction
Outline of theory claiming that it is possible to build reinforced-concrete arches of 3000 to 5000 ft span; Freyssinet's transverse reinforcement for bulky cross-sections; specific weight of hooped compression members; possibilities of cross-sectional form; lateral stiffness against buckling; form work for Albert Louppe bridge; wind action is limiting factor. Before Congress for Concrete and Reinforced Concrete. (See also - discussion n 6 June p 378-9)
Concrete arches for long-span construction
Civ Eng (NY)
Freyssinet, E. (author)
1932
6 pages
Article (Journal)
English
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