Damage Concentration Effect of Multistory Buckling-Restrained Braced Frames

<div>DCF calculation for a two-story MRF: (a) structural deformation and interstory drift ratio; (b) DCF<sub>2</sub>-<i>k</i><sub>1</sub>/<i>k</i><sub>2</sub> curve.</div>

Advances in Civil Engineering

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Figure 2

Figure 2: Damage Concentration Effect of Multistory Buckling-Restrained Braced Frames 