| dc.contributor.author | James S. Davidson | |
| dc.contributor.author | Scott R. Ballance | |
| dc.contributor.author | Chai H. Yoo | |
| dc.date.accessioned | 2017-05-08T21:24:44Z | |
| dc.date.available | 2017-05-08T21:24:44Z | |
| dc.date.copyright | August 1999 | |
| dc.date.issued | 1999 | |
| dc.identifier.other | %28asce%291084-0702%281999%294%3A3%28204%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/50449 | |
| dc.description.abstract | Curvature greatly complicates the behavior of curved plate girders used in bridges. The out-of-plane “bulging” displacement of the curved web results in an increase in stress, which must be considered in the design of plate girders with significant curvature. The currently used | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Analytical Model of Curved I-Girder Web Panels Subjected to Bending | |
| dc.type | Journal Paper | |
| dc.journal.volume | 4 | |
| dc.journal.issue | 3 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1084-0702(1999)4:3(204) | |
| dc.tree | Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 003 | |
| dc.contenttype | Fulltext | |
