Bachelors Theses
Abstract
"The so-termed: "Multiple", or "Scallop-Arched" dam, as its name implies, is one composed of a series of arches, either semi-circular or segmental in plan. These arches were first vertical but were later inclined downstream, when the engineers recognized the value of the weight of water in increasing the resisting moment. The thrust of these arches, due to the water pressure and the weight of the arch itself, is transmitted directly to the buttresses. There are numerous advantages to this type of dam over that of the gravity type"--Introduction, page 1.
Advisor(s)
Harris, Elmo Golightly, 1861-1944
Department(s)
Civil, Architectural and Environmental Engineering
Degree Name
B.S. in Civil Engineering
Publisher
Missouri School of Mines and Metallurgy
Publication Date
1924
Pagination
ii, 40 pages
Note about bibliography
Includes bibliographical references (page 33).
Rights
© 1924 Guy Robert Scott, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Subject Headings
Arch dams -- Design and constructionStrains and stresses
Thesis Number
T 480
Print OCLC #
5955365
Electronic OCLC #
401356479
Recommended Citation
Scott, Guy Robert, "The analysis of stresses and design of multiple-arch dam" (1924). Bachelors Theses. 114.
https://scholarsmine.mst.edu/bachelors_theses/114
Comments
Author has numbered two leaves with the same number (p. 30).
Illustrated by author.