| contributor author | Z. Lounis | |
| contributor author | M. S. Mirza | |
| contributor author | M. Z. Cohn | |
| date accessioned | 2017-05-08T21:24:38Z | |
| date available | 2017-05-08T21:24:38Z | |
| date copyright | August 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%291084-0702%281997%292%3A3%2873%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50371 | |
| description abstract | Conventional precast I-girder bridge systems are widely used in North America for short and medium spans, up to 45 m. Spliced standard precast I-girder segments made continuous by longitudinal posttensioning have been used for spans of up to 75 m, making them far more competitive with the steel plate girder and concrete box girder alternatives. The span and/or girder spacing capabilities of the standard I-sections of Nebraska University, Florida, American Association of State Highway and Transportation Officials-Precast/Prestressed Concrete Institute (AASHTO-PCI), and Canadian Prestressed Concrete Institute ( | |
| publisher | American Society of Civil Engineers | |
| title | Segmental and Conventional Precast Prestressed Concrete I-Bridge Girders | |
| type | Journal Paper | |
| journal volume | 2 | |
| journal issue | 3 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(1997)2:3(73) | |
| tree | Journal of Bridge Engineering:;1997:;Volume ( 002 ):;issue: 003 | |
| contenttype | Fulltext | |
