| dc.contributor.author | Daniel N. Farhey | |
| dc.contributor.author | Razi Naghavi | |
| dc.contributor.author | Alper Levi | |
| dc.contributor.author | Aniruddha M. Thakur | |
| dc.contributor.author | Mark A. Pickett | |
| dc.contributor.author | Douglas K. Nims | |
| dc.contributor.author | A. Emin Aktan | |
| dc.date.accessioned | 2017-05-08T21:24:45Z | |
| dc.date.available | 2017-05-08T21:24:45Z | |
| dc.date.copyright | February 2000 | |
| dc.date.issued | 2000 | |
| dc.identifier.other | %28asce%291084-0702%282000%295%3A1%2839%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/50470 | |
| dc.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: | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Deterioration Assessment and Rehabilitation Design of Existing Steel Bridge | |
| dc.type | Journal Paper | |
| dc.journal.volume | 5 | |
| dc.journal.issue | 1 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1084-0702(2000)5:1(39) | |
| dc.tree | Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 001 | |
| dc.contenttype | Fulltext | |
