fig6
From: Performance-based seismic design method for pile-supported wharves with seismic isolation system
![Performance-based seismic design method for <InlineParagraph>pile-supported</InlineParagraph> wharves with seismic isolation system](https://image.oaes.cc/0f264c9d-b2e8-4c06-b28b-09a8485988c9/dpr2024.fig.6.jpg)
Figure 6. Friction pendulum isolator hysteresis model.
Figure 6. Friction pendulum isolator hysteresis model.
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