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George Washington Bridge: Design of towers
Entire load of bridge applied at top of inner columns of tower and distributed between all columns as stress proceeds downward, until reaction on masonry is practically uniform; methods used to test design; stress-strain measurements on celluloid model of tower bent, and on completed towers; conclusions as to efficiency and safety of structures of this magnitude; tonnage and cost.
George Washington Bridge: Design of towers
Entire load of bridge applied at top of inner columns of tower and distributed between all columns as stress proceeds downward, until reaction on masonry is practically uniform; methods used to test design; stress-strain measurements on celluloid model of tower bent, and on completed towers; conclusions as to efficiency and safety of structures of this magnitude; tonnage and cost.
George Washington Bridge: Design of towers
Am Soc Civ Engrs -- Proc
Moisseiff, L.S. (author)
1932
42 pages
Article (Journal)
English
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