Seismic Fragility Estimates of LRB Base Isolated Frames Using Performance-Based Design

Figure 12

Fragility curves of 9-story frame (ISO 1 to 9 are related to damping ratios 0.1, 0.26, 0.48, 0.19, 0.52, 0.78, 0.3, 0.71, and 1.0, resp.).