| contributor author | K. E. Barth | |
| contributor author | D. W. White | |
| date accessioned | 2017-05-08T21:24:47Z | |
| date available | 2017-05-08T21:24:47Z | |
| date copyright | August 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%291084-0702%282000%295%3A3%28179%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50490 | |
| description abstract | This paper discusses the calculations and presents the results of a detailed inelastic design of a three-span continuous plate-girder bridge, using suggested new inelastic design procedures. The characteristics of the calculations and the resulting design are compared to those of an elastic design of the same bridge by current AASHTO LRFD procedures. Various advantages, limitations, and implications of the recommended procedures are observed based on this study. | |
| publisher | American Society of Civil Engineers | |
| title | Inelastic Design of Steel I-Girder Bridges | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 3 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2000)5:3(179) | |
| tree | Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 003 | |
| contenttype | Fulltext | |
