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

Download

Share

 
COinS