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contributor authorPatrick D. Zuraski
contributor authorJohn E. Johnson
date accessioned2017-05-08T20:53:32Z
date available2017-05-08T20:53:32Z
date copyrightOctober 1990
date issued1990
identifier other%28asce%290733-9445%281990%29116%3A10%282671%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30713
description abstractThe effect of long‐term environmental exposure and an extended history of highway loading was quantitatively determined for steel bridge beams that had been in service more than 50 years. Fatigue tests were conducted on specimens removed from the tension flange of truss stringers salvaged from four bridge replacement projects. Based on the fatigue strength reduction factor
publisherAmerican Society of Civil Engineers
titleFatigue Strength of Deteriorated Steel Highway Bridges
typeJournal Paper
journal volume116
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1990)116:10(2671)
treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 010
contenttypeFulltext


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