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