| contributor author | David S. DePolo | |
| contributor author | Daniel G. Linzell | |
| date accessioned | 2017-05-08T21:25:47Z | |
| date available | 2017-05-08T21:25:47Z | |
| date copyright | September 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%291084-0702%282008%2913%3A5%28501%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51148 | |
| description abstract | This paper focuses on levels of live-load lateral bending moment (bimoment) distribution in a horizontally curved steel I-girder bridge. Work centered primarily on the examination of (1) data from field testing of an in-service horizontally curved steel I-girder bridge and (2) results from a three-dimensional numerical model. Experimental data sets were used for calibration of the numerical model and the calibrated model was then used to examine the accuracy of lateral bending distribution factor equations presented in the 1993 Edition of the (AASHTO) | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Live-Load Lateral Flange Bending Distribution for a Horizontally Curved I-Girder Bridge | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 5 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2008)13:5(501) | |
| tree | Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 005 | |
| contenttype | Fulltext | |
