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A platform for research: civil engineering, architecture and urbanism
Simplified theory of self-anchored suspension bridge
Mathematical discussion of theory, based on elastic theory; formulas for three-span symmetrical bridge with continous girders; temperature stresses; live-load deflections; effect of motion of ends of girder due to deflection of bridge; effect of variable girder moment of inertia. (See also - (discussions) May p 945-8 and Sept p 1292-1301; Surveyor v 99 n 2569 Apr 18 1941 p 270)
Simplified theory of self-anchored suspension bridge
Mathematical discussion of theory, based on elastic theory; formulas for three-span symmetrical bridge with continous girders; temperature stresses; live-load deflections; effect of motion of ends of girder due to deflection of bridge; effect of variable girder moment of inertia. (See also - (discussions) May p 945-8 and Sept p 1292-1301; Surveyor v 99 n 2569 Apr 18 1941 p 270)
Simplified theory of self-anchored suspension bridge
Am Soc Civ Engrs -- Proc
Gronquist, C.H. (author)
1941
21 pages
Article (Journal)
English
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