Seismic Performance Assessment of Frame Pier with Double-Stage Yielding ConnectionSource: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 002::page 04025255-1Author:Hong, Yu
,
Zhou, Zhida
,
Yuan, Mingli
,
Deng, Kailai
,
Shen, Linbai
,
Pu, Qianhui
,
Mangalathu, Sujith
DOI: 10.1061/JSENDH.STENG-15325Publisher: American Society of Civil Engineers
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 ...
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| contributor author | Hong, Yu | |
| contributor author | Zhou, Zhida | |
| contributor author | Yuan, Mingli | |
| contributor author | Deng, Kailai | |
| contributor author | Shen, Linbai | |
| contributor author | Pu, Qianhui | |
| contributor author | Mangalathu, Sujith | |
| date accessioned | 2026-08-20T12:27:00Z | |
| date available | 2026-08-20T12:27:00Z | |
| date copyright | 2025/11/20 | |
| date issued | 2026 | |
| identifier other | JSENDH.STENG-15325.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4313477 | |
| 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 ... | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Performance Assessment of Frame Pier with Double-Stage Yielding Connection | |
| type | Journal Article | |
| journal volume | 152 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/JSENDH.STENG-15325 | |
| journal fristpage | 04025255-1 | |
| journal lastpage | 04025255-14 | |
| page | 14 | |
| tree | Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 002 | |
| contenttype | Fulltext |