| dc.contributor.author | Charles G. Schilling | |
| dc.date.accessioned | 2017-05-08T21:24:35Z | |
| dc.date.available | 2017-05-08T21:24:35Z | |
| dc.date.copyright | February 1996 | |
| dc.date.issued | 1996 | |
| dc.identifier.other | %28asce%291084-0702%281996%291%3A1%2826%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/50341 | |
| dc.description.abstract | Yield-interaction relationships are developed for compact, compact-flange, and noncompact sections of curved girders under combined vertical and lateral (warping torsion) moments. These relationships define the bending strength of such compact, compact-flange, and noncompact sections if suitable web-slenderness, compression-flange slenderness, and compression-flange bracing limits are satisfied. The most convenient form of these relationships are equations defining reduced flange widths as a function of lateral moment. The correct vertical-bending strength can be calculated from a reduced steel section consisting of the actual web and reduced widths of flanges. Compact-flange sections have a compact compression flange and a noncompact web. For straight girders, there is no advantage in using a compact compression flange with a noncompact web. For curved girders, however, the compact flange permits a larger lateral moment to be carried in combination with a given vertical moment. | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Yield-Interaction Relationships for Curved I-Girders | |
| dc.type | Journal Paper | |
| dc.journal.volume | 1 | |
| dc.journal.issue | 1 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1084-0702(1996)1:1(26) | |
| dc.tree | Journal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 001 | |
| dc.contenttype | Fulltext | |
