contributor author | Edward P. Wasserman | |
date accessioned | 2017-05-08T21:24:59Z | |
date available | 2017-05-08T21:24:59Z | |
date copyright | January 2002 | |
date issued | 2002 | |
identifier other | %28asce%291084-0702%282002%297%3A1%281%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50601 | |
description abstract | In 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. | |
publisher | American Society of Civil Engineers | |
title | Optimization of HPS 70W Applications | |
type | Journal Paper | |
journal volume | 7 | |
journal issue | 1 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)1084-0702(2002)7:1(1) | |
tree | Journal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 001 | |
contenttype | Fulltext | |