"A two-span, composite-design, test structure was subjected to thermal loading. The resultant longitudinal and transverse response was correlated with that calculated by a prior theoretical procedure. The theoretical procedure was reconfirmed for longitudinal stress, and indicated within reasonable probability for transverse stress. No measurable diaphragm influence was observed"--Abstract, page iii.
Emanuel, Jack H., 1921-1996
Andrews, William A., 1922-2009
Parry, Myron G.
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
University of Missouri--Rolla
ix, 61 pages
© 1981 Michael J. Filla, All rights reserved.
Thesis - Restricted Access
Library of Congress Subject Headings
Bridges -- Design and construction
Metals -- Fatigue
Print OCLC #
Electronic OCLC #
Link to Catalog RecordElectronic access to the full-text of this document is restricted to Missouri S&T users. Otherwise, request this publication directly from Missouri S&T Library or contact your local library. http://laurel.lso.missouri.edu/record=b1060504~S5
Filla, Michael J., "Transverse thermal response of a composite bridge" (1981). Masters Theses. 3774.
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