| contributor author | Stephen J. Thoman | |
| contributor author | Charles M. Redfield | |
| contributor author | Robert E. Hollenbeck | |
| date accessioned | 2017-05-08T20:51:18Z | |
| date available | 2017-05-08T20:51:18Z | |
| date copyright | August 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9445%281984%29110%3A8%281773%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29370 | |
| description abstract | Prestressed concrete segmental box girder bridges have been used in America for the last 16 yr. The cross section of a segmental prestressed concrete box girder usually has transverse cantilevers, which may incorporate transverse post‐tensioning. The transverse cantilever decks of the Southway Bridge were load tested to verify the design. The experimental results are presented and compared to the design analytical models used to predict the structure's behavior. | |
| publisher | American Society of Civil Engineers | |
| title | Load Test of Single‐cell Box Girder Bridge Cantilever Deck | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1984)110:8(1773) | |
| tree | Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 008 | |
| contenttype | Fulltext | |
