Show simple item record

contributor authorDaniel N. Farhey
contributor authorRazi Naghavi
contributor authorAlper Levi
contributor authorAniruddha M. Thakur
contributor authorMark A. Pickett
contributor authorDouglas K. Nims
contributor authorA. Emin Aktan
date accessioned2017-05-08T21:24:45Z
date available2017-05-08T21:24:45Z
date copyrightFebruary 2000
date issued2000
identifier other%28asce%291084-0702%282000%295%3A1%2839%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50470
description abstractDiagnostic 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:
publisherAmerican Society of Civil Engineers
titleDeterioration Assessment and Rehabilitation Design of Existing Steel Bridge
typeJournal Paper
journal volume5
journal issue1
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2000)5:1(39)
treeJournal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record