Figure4
![Resilience-based seismic retrofit of urban infrastructure systems](https://image.oaes.cc/77fdf906-50bf-4f66-ab08-34aa080e0f61/DPR-2023-7-4.jpg)
Figure 4. Peak ground acceleration (PGA) distribution for rare ground motion in the central area of Qujing.
Figure 4. Peak ground acceleration (PGA) distribution for rare ground motion in the central area of Qujing.
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