The application of cumulative damage fatigue theory to highway bridge fatigue design
By: by Kurt D. Swenson and Karl H. Frank ; 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: Frank, Karl H.; 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 / Center for Transportation Research, Bureau of Engineering Research, The University of Texas at Austin ;; 306-2F; Research report (University of Texas at Austin. Center for Transportation Research) ;; no. 306-2F.
Publisher: The Center; Available through the National Technical Information Service
Published: 1984
Place of publication: [Austin]; Springfield, Va
Language: eng
Number of pages: 217
Subjects: Bridges -- Welded joints -- Testing.; Bridges -- Live loads.; Bridges -- Design and construction.
Notes: Bibliography: p. 215-217.
"November 1984."
"Research project 3-5-81-306."