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

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Date
2026
Author
Mortazavi, Pedram
Christopoulos, Constantin
Kwon, Oh-Sung
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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-...
URI
http://yetl.yabesh.ir/yetl1/handle/yetl/4313476
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