| dc.contributor.author | Hong, Yu | |
| dc.contributor.author | Zhou, Zhida | |
| dc.contributor.author | Yuan, Mingli | |
| dc.contributor.author | Deng, Kailai | |
| dc.contributor.author | Shen, Linbai | |
| dc.contributor.author | Pu, Qianhui | |
| dc.contributor.author | Mangalathu, Sujith | |
| dc.date.accessioned | 2026-08-20T12:27:00Z | |
| dc.date.available | 2026-08-20T12:27:00Z | |
| dc.date.copyright | 2025/11/20 | |
| dc.date.issued | 2026 | |
| dc.identifier.other | JSENDH.STENG-15325.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4313477 | |
| dc.description.abstract | AbstractBeam–column connections are vulnerable parts of a frame pier under lateral earthquake.
This paper proposes a novel double-stage yielding beam–column connection (DYC) for
seismic damage control. The main feature is the use of two kinked steel ... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Seismic Performance Assessment of Frame Pier with Double-Stage Yielding Connection | |
| dc.type | Journal Article | |
| dc.journal.volume | 152 | |
| dc.journal.issue | 2 | |
| dc.journal.title | Journal of Structural Engineering | |
| dc.identifier.doi | 10.1061/JSENDH.STENG-15325 | |
| dc.journal.fristpage | 04025255-1 | |
| dc.journal.lastpage | 04025255-14 | |
| dc.page | 14 | |
| dc.tree | Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 002 | |
| dc.contenttype | Fulltext | |
