| contributor author | Donald W. White | |
| contributor author | Michael G. Barker | |
| contributor author | Atorod Azizinamini | |
| date accessioned | 2017-05-08T21:00:42Z | |
| date available | 2017-05-08T21:00:42Z | |
| date copyright | September 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9445%282008%29134%3A9%281437%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35321 | |
| description abstract | With the advent of HPS495W steel, hybrid I-girders have again become advantageous in bridge design. Unfortunately, the use of tension field action is not permitted in determining the shear resistance of hybrid girders in prior AISC and AASHTO specifications. This is a significant penalty on the strength of these member types. Also, the checking of moment–shear | |
| publisher | American Society of Civil Engineers | |
| title | Shear Strength and Moment-Shear Interaction in Transversely Stiffened Steel I-Girders | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2008)134:9(1437) | |
| tree | Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 009 | |
| contenttype | Fulltext | |
