| dc.contributor.author | K. E. Barth | |
| dc.contributor.author | D. W. White | |
| dc.date.accessioned | 2017-05-08T21:24:47Z | |
| dc.date.available | 2017-05-08T21:24:47Z | |
| dc.date.copyright | August 2000 | |
| dc.date.issued | 2000 | |
| dc.identifier.other | %28asce%291084-0702%282000%295%3A3%28179%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/50490 | |
| dc.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. | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Inelastic Design of Steel I-Girder Bridges | |
| dc.type | Journal Paper | |
| dc.journal.volume | 5 | |
| dc.journal.issue | 3 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1084-0702(2000)5:3(179) | |
| dc.tree | Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 003 | |
| dc.contenttype | Fulltext | |
