Masters Theses

Abstract

"The elastic center method has been used to analyze several rigid frames with different geometric configurations and with component members of variable cross-sections. The basic approach is to divide the frame into small segments to solve this problem. From this analysis the best frame which is in the range of an economical design may be obtained for a given loading condition"--Abstract, p.2

Advisor(s)

John L. Best

Committee Member(s)

Frank A. Gerig
Illegible Signature
John August Nelson

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

M.S. in Civil Engineering

Publisher

Missouri School of Mines and Metallurgy

Publication Date

1963

Pagination

107 pages

Rights

© 1963 James Juh-Ling Tang, All rights reserved.

Document Type

Thesis - Open Access

File Type

text

Language

English

Thesis Number

T 1479

Print OCLC #

5950771

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