"This work presents an analysis of a two-hinged circular arch by both the elastic theory and the deflection theory. The basic assumption made in this analysis was that the moment of inertia of the arch rib and the normal force vary as the secant of the angle with respect to the crown. The increase of maximum moment as found by the deflection theory was in the range of 30%"--Abstract, page 2.
Best, John, 1925-2015
Davidson, Robert F., 1911-1971
Munger, Paul R.
Lee, Ralph E., 1921-2010
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
Missouri School of Mines and Metallurgy
© 1962 Aylmer Pao-Sheng Cheng, All rights reserved.
Thesis - Open Access
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Cheng, Aylmer Pao-Sheng, "Circular arch analysis" (1962). Masters Theses. 2697.