| contributor author | Kuan-Chen Fu | |
| contributor author | Feng Lu | |
| date accessioned | 2017-05-08T21:25:06Z | |
| date available | 2017-05-08T21:25:06Z | |
| date copyright | May 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%291084-0702%282003%298%3A3%28173%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50672 | |
| description abstract | The most popular type of bridge in service today is the concrete deck on steel-girder composite bridge. A finite-element model is built to analyze the superstructure of this type of bridge under working load conditions. The deflections along a test bridge are computed by using this method; the results obtained are close to the experimental data. The concrete deck of the bridge is analyzed using nonlinear finite elements, of which the analytical procedure is described in detail. A comparison is also made between this method and the traditional transformed area method. | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Finite-Element Analysis for Highway Bridge Superstructures | |
| type | Journal Paper | |
| journal volume | 8 | |
| journal issue | 3 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2003)8:3(173) | |
| tree | Journal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 003 | |
| contenttype | Fulltext | |
