| contributor author | Mahendrakumar Madhavan | |
| contributor author | James S. Davidson | |
| date accessioned | 2017-05-08T21:25:54Z | |
| date available | 2017-05-08T21:25:54Z | |
| date copyright | November 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%291084-0702%282009%2914%3A6%28424%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51206 | |
| description abstract | Curvature greatly complicates the behavior of horizontally curved steel plate girders used in bridge superstructures. The warping stress gradient across the width of I-girder flange plates reduces the vertical bending stress at which the flange plate buckles. The 2007 | |
| publisher | American Society of Civil Engineers | |
| title | Theoretical Evaluation of Flange Local Buckling for Horizontally Curved I-Girders | |
| type | Journal Paper | |
| journal volume | 14 | |
| journal issue | 6 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2009)14:6(424) | |
| tree | Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 006 | |
| contenttype | Fulltext | |
