| contributor author | Liqun Wang | |
| contributor author | Todd A. Helwig | |
| date accessioned | 2017-05-08T21:25:43Z | |
| date available | 2017-05-08T21:25:43Z | |
| date copyright | March 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%291084-0702%282008%2913%3A2%28149%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51107 | |
| description abstract | Cross frames and diaphragms are critical elements for the stability of I-shaped steel bridge girders during construction. The AASHTO specifications are relatively vague with regards to the stability design requirements of the braces. Spacing limits that have been used in past AASHTO specifications have been removed from the Load and Resistance Factor Design Specification, which instead requires the bracing to be designed by a | |
| publisher | American Society of Civil Engineers | |
| title | Stability Bracing Requirements for Steel Bridge Girders with Skewed Supports | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 2 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2008)13:2(149) | |
| tree | Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 002 | |
| contenttype | Fulltext | |
