| contributor author | Stuart S. Chen | |
| contributor author | Amjad J. Aref | |
| contributor author | Methee Chiewanichakorn | |
| 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%28325%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51023 | |
| description abstract | In a composite section, in-plane shear strain in the slab (acting as a flange in the composite girder) under the applied bending causes the longitudinal displacements in the parts of the slab remote from the webs to lag behind those near the webs. This phenomenon, termed | |
| publisher | American Society of Civil Engineers | |
| title | Proposed Effective Width Criteria for Composite Bridge Girders | |
| 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(325) | |
| tree | Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 003 | |
| contenttype | Fulltext | |
