"This thesis presents an analysis of the behavior of continuous prestressed concrete structures. From this analysis the governing equations for various types of geometry for prestressing cables are derived. The calculation of fixed-end moments due to the prestressing force using the equations derived is quite cumbersome, however, in order to simplify the calculations, design charts are developed. A cable with reverse curvature is analyzed using the design charts. It is shown that the fixed-end moments calculated by neglecting the effect of reverse curvature differ significantly from the fixed-end moments calculated by considering this effect. Hence the effect of reverse curvature should be considered for greater accuracy is design"--Abstract, page 2.
Bayless, Jerry R.
Schaefer, Rodney A., 1926-2002
Pyron, Howard D.
Farmer, Larry Earl
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
University of Missouri at Rolla
© 1965 Ping-Chi Mao, All rights reserved.
Thesis - Open Access
Library of Congress Subject Headings
Girders -- Tables
Prestressed concrete -- Testing
Structural frames -- Tables
Print OCLC #
Electronic OCLC #
Link to Catalog Recordhttp://laurel.lso.missouri.edu/record=b1068754~S5
Mao, Ping-Chi, "An investigation of continuous prestressed concrete structures" (1965). Masters Theses. 5237.