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The Institute of Theoretical and Applied Mechanics
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Original version of the author's contribution as presented on USB, paper 2963.:
PDF
Collapse Assessment of Controlled Rocking Steel Braced Frames With Different Base Rocking Joint Parameters
Steele, Taylor
;
Wiebe, Lydell
Previous studies have shown that designing controlled rocking steel braced frames (CRSBFs) using a response modification factor of R = 8 is sufficient to prevent collapse [...]
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