Full-scale shake-table tests show steel structures with RSFJ braces and frames return to plumb with at most 0.03% residual drift; the moment-frame version did not fully engage the joints.
Comparison of Scaling Ground Motions Using Arithmetic with Logarithm Values for Spectral Matching Procedure
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Shake-Table Tests of a Three-Storey Steel Structure with Resilient Slip-Friction Joints (RSFJ)
Full-scale shake-table tests show steel structures with RSFJ braces and frames return to plumb with at most 0.03% residual drift; the moment-frame version did not fully engage the joints.