Deterioration Assessment and Rehabilitation Design of Existing Steel BridgeSource: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 001Author:Daniel N. Farhey
,
Razi Naghavi
,
Alper Levi
,
Aniruddha M. Thakur
,
Mark A. Pickett
,
Douglas K. Nims
,
A. Emin Aktan
DOI: 10.1061/(ASCE)1084-0702(2000)5:1(39)Publisher: American Society of Civil Engineers
Abstract: Diagnostic truck-load tests and microstructural analysis were applied for structural deterioration assessment of a steel truss bridge and its rehabilitation design. The feasibility and potential benefits of using advanced field experimental techniques within a structural-identification framework have been demonstrated. Experimental information, coupled with visual inspection, engineering experience, and intuition, increased the level of confidence in the results of the condition-assessment process, permitting a more rational and cost-effective rehabilitation design. Based on the condition assessment, a two-step rehabilitation is recommended for the bridge:
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contributor author | Daniel N. Farhey | |
contributor author | Razi Naghavi | |
contributor author | Alper Levi | |
contributor author | Aniruddha M. Thakur | |
contributor author | Mark A. Pickett | |
contributor author | Douglas K. Nims | |
contributor author | A. Emin Aktan | |
date accessioned | 2017-05-08T21:24:45Z | |
date available | 2017-05-08T21:24:45Z | |
date copyright | February 2000 | |
date issued | 2000 | |
identifier other | %28asce%291084-0702%282000%295%3A1%2839%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50470 | |
description abstract | Diagnostic truck-load tests and microstructural analysis were applied for structural deterioration assessment of a steel truss bridge and its rehabilitation design. The feasibility and potential benefits of using advanced field experimental techniques within a structural-identification framework have been demonstrated. Experimental information, coupled with visual inspection, engineering experience, and intuition, increased the level of confidence in the results of the condition-assessment process, permitting a more rational and cost-effective rehabilitation design. Based on the condition assessment, a two-step rehabilitation is recommended for the bridge: | |
publisher | American Society of Civil Engineers | |
title | Deterioration Assessment and Rehabilitation Design of Existing Steel Bridge | |
type | Journal Paper | |
journal volume | 5 | |
journal issue | 1 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)1084-0702(2000)5:1(39) | |
tree | Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 001 | |
contenttype | Fulltext |