"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.
Bayless, Jerry R.
Farmer, Larry Earl
Schaefer, Rodney A., 1926-2002
Bain, Lee J., 1939-
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
University of Missouri at Rolla
ix, 66 pages
© 1965 Yung-Ping Wang, All rights reserved.
Thesis - Open Access
Library of Congress Subject Headings
Folded plate structures
Print OCLC #
Electronic OCLC #
Link to Catalog Recordhttp://laurel.lso.missouri.edu/record=b1068750~S5
Wang, Yung-Ping, "Analysis of continuous folded plate roofs" (1965). Masters Theses. 6694.