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contributor authorEdward P. Wasserman
date accessioned2017-05-08T21:24:59Z
date available2017-05-08T21:24:59Z
date copyrightJanuary 2002
date issued2002
identifier other%28asce%291084-0702%282002%297%3A1%281%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50601
description abstractIn February 1996 the Tennessee Department of Transportation, in cooperation with the Federal Highway Administration, the American Iron and Steel Institute, the U.S. Navy, and various steel plate manufacturers, agreed to design the first bridge in the United States to use HPS 485W (70W) steel. Since that time the department has constructed a second bridge using HPS 485W (70W) and has let to contract a third bridge that uses HPS 485W (70W) in both quenched and tempered and thermomechanical controlled processing HPS 485W (70W) steel. This paper will discuss lessons learned in the process and present optimization techniques employed.
publisherAmerican Society of Civil Engineers
titleOptimization of HPS 70W Applications
typeJournal Paper
journal volume7
journal issue1
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2002)7:1(1)
treeJournal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 001
contenttypeFulltext


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