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Influential Factor in Improving the Seismic Performance of the Kaiser Bolted Bracket Moment Connection

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Figure

Figure 1. Typical Kaiser Bolted bracket moment-resisting connection [1].
TABLE 1. Material properties used in all specimens and specimens to validate numerical and experimental results.
Figure 5. Hysteretic curves for B-Series connections (reference model 2), (a) Hysteretic curves for experimental results "Specimen HH-6" [1], (b) Hysteretic curves for numerical results " Specimen HH-6"
Figure 8.  Near-Fault loading history used in numerical models.
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