| contributor author | D. Nevling | |
| contributor author | D. Linzell | |
| contributor author | J. Laman | |
| date accessioned | 2017-05-08T21:25:27Z | |
| date available | 2017-05-08T21:25:27Z | |
| date copyright | March 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291084-0702%282006%2911%3A2%28160%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50905 | |
| description abstract | To evaluate the accuracy of different levels of analysis used to predict horizontally curved steel I-girder bridge response, a field test was performed on a three-span structure. Collected strain data were reduced to determine girder vertical and bottom flange lateral bending moments. Experimental moments were compared to numerical moments obtained from three commonly employed levels of analysis. Level 1 analysis includes two manual calculation methods: a line girder analysis method described in the AASHTO | |
| publisher | American Society of Civil Engineers | |
| title | Examination of Level of Analysis Accuracy for Curved I-Girder Bridges through Comparisons to Field Data | |
| type | Journal Paper | |
| journal volume | 11 | |
| journal issue | 2 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2006)11:2(160) | |
| tree | Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 002 | |
| contenttype | Fulltext | |
