| contributor author | Amjad J. Aref | |
| contributor author | Methee Chiewanichakorn | |
| contributor author | Stuart S. Chen | |
| contributor author | Il-Sang Ahn | |
| date accessioned | 2017-05-08T21:25:36Z | |
| date available | 2017-05-08T21:25:36Z | |
| date copyright | May 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291084-0702%282007%2912%3A3%28339%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51024 | |
| description abstract | Currently, the AASHTO-LRFD design code specifies the same effective slab width design criteria for both positive moment sections and negative moment sections. The only difference in computing effective slab width between the positive and negative moment regions is the value of effective span length | |
| publisher | American Society of Civil Engineers | |
| title | Effective Slab Width Definition for Negative Moment Regions of Composite Bridges | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 3 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2007)12:3(339) | |
| tree | Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 003 | |
| contenttype | Fulltext | |
