fig13
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.13.jpg)
Figure 13. Comparison of pile bending moments (piles C, D, E) at the moment of maximum displacement for the two types of wharves.