Energy-Balance-Based Plastic Design and Seismic Fragility Analysis of Steel Plate Shear Wall Coupled with Steel Side Columns

Figure 15

Seismic fragility curves of all prototype cases: (a) W-10-0.3, (b) W-10-0.4, (c) W-10-0.5, (d) W-10-0.6, (e) W-15-0.3, (f) W-15-0.4, (g) W-15-0.5, (h) W-15-0.6, (i) W-20-0.3, (j) W-20-0.4, (k) W-20-0.5, and (l) W-20-0.6.

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