Masters Theses
Abstract
"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.
Advisor(s)
Best, John, 1925-2015
Committee Member(s)
Davidson, Robert F., 1911-1971
Munger, Paul R.
Lee, Ralph E., 1921-2010
Department(s)
Civil, Architectural and Environmental Engineering
Degree Name
M.S. in Civil Engineering
Publisher
Missouri School of Mines and Metallurgy
Publication Date
1962
Pagination
84 pages
Note about bibliography
Includes bibliographical references (pages 82-83).
Rights
© 1962 Aylmer Pao-Sheng Cheng, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Thesis Number
T 1415
Print OCLC #
5938363
Electronic OCLC #
1011529813
Link to Catalog Record
Recommended Citation
Cheng, Aylmer Pao-Sheng, "Circular arch analysis" (1962). Masters Theses. 2697.
https://scholarsmine.mst.edu/masters_theses/2697
