Analysis of continuous folded plate roofs

Author

Yung-Ping Wang

Abstract

"This work presents an analysis of continuous folded plate roofs considering the effects of relative joint displacements. For this analysis the normal modes of the lateral beam vibration were used as the form of the deflection curve and the loading was sinusoidal. By using symmetry and anti-symmetry, a possible method of analyzing prismatic folded plate roofs comprising one bay transversely but continuous over two or more spans longitudinally is suggested"--Abstract, page ii.

Advisor(s)

Bayless, Jerry R.

Committee Member(s)

Farmer, Larry Earl
Schaefer, Rodney A., 1926-2002
Bain, Lee J., 1939-

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

M.S. in Civil Engineering

Comments

Author misnumbered pages, therefore there is no page 60.

Publisher

University of Missouri at Rolla

Publication Date

1965

Pagination

ix, 66 pages

Rights

© 1965 Yung-Ping Wang, All rights reserved.

Document Type

Thesis - Open Access

File Type

text

Language

English

Subject Headings

Folded plate structuresPlates (Engineering)

Thesis Number

T 1749

Print OCLC #

5968099

Electronic OCLC #

796998711

Recommended Citation

Wang, Yung-Ping, "Analysis of continuous folded plate roofs" (1965). Masters Theses. 6694.
https://scholarsmine.mst.edu/masters_theses/6694