| dc.contributor.author | Mortazavi, Pedram | |
| dc.contributor.author | Christopoulos, Constantin | |
| dc.contributor.author | Kwon, Oh-Sung | |
| dc.date.accessioned | 2026-08-20T12:26:55Z | |
| dc.date.available | 2026-08-20T12:26:55Z | |
| dc.date.copyright | 2026/05/08 | |
| dc.date.issued | 2026 | |
| dc.identifier.other | JSENDH.STENG-15319.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4313476 | |
| dc.description.abstract | AbstractSteel eccentrically braced frames (EBFs) have been used widely in steel construction
since they were first proposed in the 1970s. In addition to conventional yielding
links, replaceable shear links with wide-flange sections (W-sections), double-... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Overstrength and Design Capacity of Yielding Links in the Presence of Axial Loads in Steel Eccentrically Braced Frames | |
| dc.type | Journal Article | |
| dc.journal.volume | 152 | |
| dc.journal.issue | 7 | |
| dc.journal.title | Journal of Structural Engineering | |
| dc.identifier.doi | 10.1061/JSENDH.STENG-15319 | |
| dc.journal.fristpage | 04026073-1 | |
| dc.journal.lastpage | 04026073-21 | |
| dc.page | 21 | |
| dc.tree | Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 007 | |
| dc.contenttype | Fulltext | |
