The application of cumulative damage theory to highway bridge fatigue design /
by Kurt D. Swenson and Karl H. Frank.

Description

Related Names

Frank, Karl H.
Swenson, Kurt D.
United States. Federal Highway Administration.
Texas. State Department of Highways and Public Transportation.
University of Texas at Austin. Center for Transportation Research.

Language(s)

English

Published

Austin, Tex. : Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin ; 1984]

Subjects

Roads > Roads / Bridges.
Roads > Roads / Bridges > Roads / Bridges / Design.
Bridges > Bridges / Design and construction.
Bridges > Bridges / Live loads.
Welded joints > Welded joints / Fatigue.

Note

"November 1984."
"Research project 3-5-81-306, Determination of the influence of low-level stress ranges on the fatigue performance of steel weldments."

Physical Description

xxi, 217 p. : ill., charts ; 28 cm.

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