| dc.contributor.author | Zhang, Yang | |
| dc.contributor.author | Tang, Hao | |
| dc.contributor.author | He, Feihu | |
| dc.contributor.author | Yang, Jindong | |
| dc.contributor.author | Qiu, Junfeng | |
| dc.contributor.author | Zhang, Jie | |
| dc.contributor.author | Zheng, Hongchun | |
| dc.date.accessioned | 2026-08-20T21:20:52Z | |
| dc.date.available | 2026-08-20T21:20:52Z | |
| dc.date.copyright | 2025/09/25 | |
| dc.date.issued | 2025 | |
| dc.identifier.other | JBENF2.BEENG-7682.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4314322 | |
| dc.description.abstract | Abstract Ultra-high-performance concrete (UHPC) epoxy joints are extensively employed in precast
ultra-high-performance concrete segmental bridges (PUSBs). The performance and operation
of the PUSB structure are largely determined by the shear behavior ... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Shear Behavior and Capacity of UHPC Double-Keyed Joints Subjected to Direct Shear Loading | |
| dc.type | Journal Article | |
| dc.journal.volume | 30 | |
| dc.journal.issue | 12 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/JBENF2.BEENG-7682 | |
| dc.journal.fristpage | 04025076-1 | |
| dc.journal.lastpage | 04025076-18 | |
| dc.page | 18 | |
| dc.tree | Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 012 | |
| dc.contenttype | Fulltext | |
