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    Overstrength and Design Capacity of Yielding Links in the Presence of Axial Loads in Steel Eccentrically Braced Frames

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 007::page 04026073-1
    Author:
    Mortazavi, Pedram
    ,
    Christopoulos, Constantin
    ,
    Kwon, Oh-Sung
    DOI: 10.1061/JSENDH.STENG-15319
    Publisher: American Society of Civil Engineers
    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-...
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      Overstrength and Design Capacity of Yielding Links in the Presence of Axial Loads in Steel Eccentrically Braced Frames

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313476
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    • Journal of Structural Engineering

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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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