Behavior of Ontario-type bridge deck on steel girders
Subtitle: negative moment region and load capacity
By: by C.K. Tsui, N.H. Burns, and R.E. Klingner ; conducted for Texas State Department of Highways and Public Transportation in cooperation with the U.S. Department of Transportation, Federal Highway Administration by Center for Transportation Research, Bureau of Engineering Research, The University of Texas at Austin.
Contributors: Burns, N. H. 1932-; Klingner, R. E.; Texas. State Dept. of Highways and Public Transportation.; United States. Federal Highway Administration.; University of Texas at Austin. Center for Transportation Research.
Series: Research report ;; no. 350-3; Research report (University of Texas at Austin. Center for Transportation Research) ;; no. 350-3.
Publisher: The Center; Available through National Technical Information Service
Published: 1986
Place of publication: [Austin]; Springfield, Va
Language: eng
Number of pages: 105
Subjects: Bridges -- Floors -- Testing.
Other titles: Ontario-type bridge deck on steel girders.
Notes: Bibliography: p. 101-105.
"January 1986."
"Research project 3-5-83-350."