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...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Springer
2022-08-01
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| Series: | SN Applied Sciences |
| Subjects: | |
| Online Access: | https://doi.org/10.1007/s42452-022-05129-2 |
| _version_ | 1811297445646172160 |
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| author | Yunfen Feng Shufei Gao |
| author_facet | Yunfen Feng Shufei Gao |
| author_sort | Yunfen Feng |
| collection | DOAJ |
| description | 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-degree-of-freedom model have little difference with those of actual wharf. |
| first_indexed | 2024-04-13T06:05:23Z |
| format | Article |
| id | doaj.art-993c5ee563f445f2b2cb687281acfab1 |
| institution | Directory Open Access Journal |
| issn | 2523-3963 2523-3971 |
| language | English |
| last_indexed | 2024-04-13T06:05:23Z |
| publishDate | 2022-08-01 |
| publisher | Springer |
| record_format | Article |
| series | SN Applied Sciences |
| spelling | doaj.art-993c5ee563f445f2b2cb687281acfab12022-12-22T02:59:18ZengSpringerSN Applied Sciences2523-39632523-39712022-08-014911210.1007/s42452-022-05129-2Seismic fragility analysis of concrete pile-supported wharves based on single-degree-of-freedom modelYunfen Feng0Shufei Gao1School of Architecture and Civil Engineering, Liaocheng UniversitySchool of Architecture and Civil Engineering, Liaocheng UniversityArticle 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-degree-of-freedom model have little difference with those of actual wharf.https://doi.org/10.1007/s42452-022-05129-2Pile-supported wharfFragility analysisSeismic demand analysisSingle-degree-of-freedom model |
| spellingShingle | Yunfen Feng Shufei Gao Seismic fragility analysis of concrete pile-supported wharves based on single-degree-of-freedom model SN Applied Sciences Pile-supported wharf Fragility analysis Seismic demand analysis Single-degree-of-freedom model |
| title | Seismic fragility analysis of concrete pile-supported wharves based on single-degree-of-freedom model |
| title_full | Seismic fragility analysis of concrete pile-supported wharves based on single-degree-of-freedom model |
| title_fullStr | Seismic fragility analysis of concrete pile-supported wharves based on single-degree-of-freedom model |
| title_full_unstemmed | Seismic fragility analysis of concrete pile-supported wharves based on single-degree-of-freedom model |
| title_short | Seismic fragility analysis of concrete pile-supported wharves based on single-degree-of-freedom model |
| title_sort | seismic fragility analysis of concrete pile supported wharves based on single degree of freedom model |
| topic | Pile-supported wharf Fragility analysis Seismic demand analysis Single-degree-of-freedom model |
| url | https://doi.org/10.1007/s42452-022-05129-2 |
| work_keys_str_mv | AT yunfenfeng seismicfragilityanalysisofconcretepilesupportedwharvesbasedonsingledegreeoffreedommodel AT shufeigao seismicfragilityanalysisofconcretepilesupportedwharvesbasedonsingledegreeoffreedommodel |