Steel Single Box Ramp BridgesSource: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 004DOI: 10.1061/(ASCE)1084-0702(2001)6:4(250)Publisher: American Society of Civil Engineers
Abstract: The general advantages and disadvantages of steel single box-girder bridges, as well as their particular use in single-lane ramps, are discussed. Comparisons between steel single box girders and twin box girders are presented in regards to cost, adaptability to site restrictions, aesthetics, erection, and maintenance. It was concluded that for single-lane bridge ramps, if the economy (cost) is satisfied, a single box-girder bridge, produced by a competent steel workshop satisfying the requirements for fabrication of fracture critical members, is a viable, and often favorable, alternative.
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| contributor author | B. O. Kuzmanović | |
| contributor author | M. R. Sanchez | |
| date accessioned | 2017-05-08T21:24:54Z | |
| date available | 2017-05-08T21:24:54Z | |
| date copyright | August 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%291084-0702%282001%296%3A4%28250%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50550 | |
| description abstract | The general advantages and disadvantages of steel single box-girder bridges, as well as their particular use in single-lane ramps, are discussed. Comparisons between steel single box girders and twin box girders are presented in regards to cost, adaptability to site restrictions, aesthetics, erection, and maintenance. It was concluded that for single-lane bridge ramps, if the economy (cost) is satisfied, a single box-girder bridge, produced by a competent steel workshop satisfying the requirements for fabrication of fracture critical members, is a viable, and often favorable, alternative. | |
| publisher | American Society of Civil Engineers | |
| title | Steel Single Box Ramp Bridges | |
| type | Journal Paper | |
| journal volume | 6 | |
| journal issue | 4 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2001)6:4(250) | |
| tree | Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 004 | |
| contenttype | Fulltext |