| dc.contributor.author | Yi, Jiang | |
| dc.contributor.author | Wang, Haocheng | |
| dc.date.accessioned | 2026-08-20T21:19:45Z | |
| dc.date.available | 2026-08-20T21:19:45Z | |
| dc.date.copyright | 2025/07/03 | |
| dc.date.issued | 2025 | |
| dc.identifier.other | JBENF2.BEENG-7512.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4314296 | |
| dc.description.abstract | Abstract Tie-down cables have been widely used to provide restraint against uplift forces in
bridges such as cable-stayed bridges. During seismic events, significant horizontal
displacement in the girder results in intricate dynamic interactions within ... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Mechanical Behavior of Tie-Down Cables with Wedge-Type Anchorages Subjected to Horizontal Displacements | |
| dc.type | Journal Article | |
| dc.journal.volume | 30 | |
| dc.journal.issue | 9 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/JBENF2.BEENG-7512 | |
| dc.journal.fristpage | 04025056-1 | |
| dc.journal.lastpage | 04025056-13 | |
| dc.page | 13 | |
| dc.tree | Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 009 | |
| dc.contenttype | Fulltext | |
