FATIGUE BEHAVIOR OF LONGITUDINAL TRANSVERSE STIFFENER INTERSECTION
作者： J A Yura , K H Frank , J D Pass
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摘要: The fatigue performance of a twin girder steel bridge in Dallas was investigated this project. life the estimated using results field tests to determine bridge's response traffic loads and analytical experimental studies structural details on bridge. These indicated that controlled by detail used at intersection longitudinal transverse stiffener. This final report presents an study upon retrofit designed improve confirmed analytically poor detail. indicate will increase factor least two. (FHWA)
参考文章(5)
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P Albrecht, B M McNamee, J W Fisher, D J Klingerman, B T Yen, FATIGUE STRENGTH OF STEEL BEAMS WITH WELDED STIFFENERS AND ATTACHMENTS NCHRP Report. ,(1974)
JA Yura, Karl H Frank, Atul K Gupta, FIELD TESTS OF A CONTINUOUS TWIN GIRDER STEEL BRIDGE ,(1981)
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