Seismic fragility analysis of concrete pile-supported wharves based on single-degree-of-freedom model
Article Highlights The pile-supported wharf can be represented by an equivalent single-degree-of-freedom model for seismic demand analysis. The trilinear backbone curve and Pivot hysteresis rule can mimic the restoring force characteristics of wharf well. The fragility curves developed by the single...
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| Principais autores: | , |
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| Format: | Artigo |
| Sprog: | Inglês |
| Udgivet: |
Springer
2022-08-01
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| Serier: | SN Applied Sciences |
| Fag: | |
| Online adgang: | https://doi.org/10.1007/s42452-022-05129-2 |
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