| dc.contributor.author | Cheng, Lizi | |
| dc.contributor.author | Qiu, Canxing | |
| dc.contributor.author | Du, Xiuli | |
| dc.contributor.author | Liu, Hang | |
| dc.date.accessioned | 2026-08-20T12:16:53Z | |
| dc.date.available | 2026-08-20T12:16:53Z | |
| dc.date.copyright | 2025/06/25 | |
| dc.date.issued | 2025 | |
| dc.identifier.other | JSENDH.STENG-14330.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4313314 | |
| dc.description.abstract | AbstractSteel angles are often used as external energy-dissipating devices at column bases
or beam-to-column connections. Compared with the tension-only steel angle (TSA), the
double-action steel angle (DSA) is currently proposed for two reasons: (1) the ... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Experimental Tests and Analytical Model of Double-Action Steel Angles as External Energy-Dissipating Devices | |
| dc.type | Journal Article | |
| dc.journal.volume | 151 | |
| dc.journal.issue | 9 | |
| dc.journal.title | Journal of Structural Engineering | |
| dc.identifier.doi | 10.1061/JSENDH.STENG-14330 | |
| dc.journal.fristpage | 04025129-1 | |
| dc.journal.lastpage | 04025129-17 | |
| dc.page | 17 | |
| dc.tree | Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009 | |
| dc.contenttype | Fulltext | |
