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DC Field | Value | Language |
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dc.contributor.author | Li, B | - |
dc.contributor.author | Fu, C | - |
dc.contributor.author | Liu, G | - |
dc.contributor.author | Wei, W | - |
dc.contributor.author | Duan, J | - |
dc.contributor.author | Wang, B | - |
dc.date.accessioned | 2022-04-13T10:24:44Z | - |
dc.date.available | 2022-04-13T10:24:44Z | - |
dc.date.issued | 2022-04-22 | - |
dc.identifier | 7046036 | - |
dc.identifier.citation | Li, B., Fu, C., Liu, G., Wei, W., Duan, J. and Wang, B. (2022) 'Influence of soil-structure interaction on the seismic response of a continuous bridge with friction pendulum system', Shock and Vibration, 2022, 7046036, pp. 1-15. doi: 10.1155/2022/7046036. | en_US |
dc.identifier.issn | 1070-9622 | - |
dc.identifier.uri | https://bura.brunel.ac.uk/handle/2438/24445 | - |
dc.description | Data Availability Statement: Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. | en_US |
dc.description.abstract | Copyright © 2022 Bing Li et al. A three-dimensional finite element analysis was carried out for the influence of soil-structure interaction (SSI) on the seismic response of an isolated continuous bridge with a friction pendulum system (FPS). SSI was modelled using the soil resistance vs deflection nonlinear springs (following p-y curves). The influence of SSI on the dynamic behaviour and the seismic response of isolated bridges with different friction coefficients of FPS were investigated using six measured ground motions. Results show that the effect of SSI is limited on the isolation period of the bridge, but significant on the response amplitude of the bridge structures, and particularly on the response amplitude at the pier top and bottom. The displacement and acceleration at the pier top are underestimated, while the shear force and bending moment at the pier bottom are overestimated if the SSI effects are ignored, which suggests that SSI should be considered in the seismic analyses of continuous bridges. | en_US |
dc.description.sponsorship | Doctoral Scientific Research Foundation of North China University of Water Resources and Electric Power; Key Research Projects of Higher Education Institutions in HENAN (20A450002); Science and Technology Projects of Henan Province (222102320084). | en_US |
dc.format.extent | 1 - 15 | - |
dc.format.medium | Print-Electronic | - |
dc.language | English | - |
dc.language.iso | en_US | en_US |
dc.publisher | Hindawi | en_US |
dc.rights | Copyright © 2022 Bing Li et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. | - |
dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | - |
dc.subject | soil-structure interaction | en_US |
dc.subject | continuous bridge | en_US |
dc.subject | friction pendulum system | en_US |
dc.subject | dynamic behaviour | en_US |
dc.subject | seismic response | en_US |
dc.title | Influence of soil-structure interaction on the seismic response of a continuous bridge with friction pendulum system | en_US |
dc.type | Article | en_US |
dc.identifier.doi | https://doi.org/10.1155/2022/7046036 | - |
dc.relation.isPartOf | Shock and Vibration: shock and vibration control - crashworthiness - structural dynamics - impact engineering - sound | - |
pubs.publication-status | Published | - |
pubs.volume | 2022 | - |
dc.identifier.eissn | 1875-9203 | - |
Appears in Collections: | Dept of Mechanical and Aerospace Engineering Research Papers |
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