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contributor authorMortazavi, Pedram
contributor authorChristopoulos, Constantin
contributor authorKwon, Oh-Sung
date accessioned2026-08-20T12:26:55Z
date available2026-08-20T12:26:55Z
date copyright2026/05/08
date issued2026
identifier otherJSENDH.STENG-15319.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313476
description abstractAbstractSteel 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-...
publisherAmerican Society of Civil Engineers
titleOverstrength and Design Capacity of Yielding Links in the Presence of Axial Loads in Steel Eccentrically Braced Frames
typeJournal Article
journal volume152
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/JSENDH.STENG-15319
journal fristpage04026073-1
journal lastpage04026073-21
page21
treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 007
contenttypeFulltext


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