Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System
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...
Saved in:
| Main Authors: | , , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2022-01-01
|
| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2022/7046036 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832550787996188672 |
|---|---|
| author | Bing Li Chong Fu Guolong Liu Wei Wei Junfa Duan Bin Wang |
| author_facet | Bing Li Chong Fu Guolong Liu Wei Wei Junfa Duan Bin Wang |
| author_sort | Bing Li |
| collection | DOAJ |
| description | 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. |
| format | Article |
| id | doaj-art-433a3a38bd0c4ade83cd2c9ce89aa0c8 |
| institution | Kabale University |
| issn | 1875-9203 |
| language | English |
| publishDate | 2022-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-433a3a38bd0c4ade83cd2c9ce89aa0c82025-02-03T06:05:49ZengWileyShock and Vibration1875-92032022-01-01202210.1155/2022/7046036Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum SystemBing Li0Chong Fu1Guolong Liu2Wei Wei3Junfa Duan4Bin Wang5School of Mechanical EngineeringHenan Institute of MetrologySchool of Mechanical EngineeringSchool of Mechanical EngineeringSchool of Mechanical EngineeringDepartment of Mechanical and Aerospace EngineeringA 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.http://dx.doi.org/10.1155/2022/7046036 |
| spellingShingle | Bing Li Chong Fu Guolong Liu Wei Wei Junfa Duan Bin Wang Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System Shock and Vibration |
| title | Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System |
| title_full | Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System |
| title_fullStr | Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System |
| title_full_unstemmed | Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System |
| title_short | Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System |
| title_sort | influence of soil structure interaction on the seismic response of a continuous bridge with friction pendulum system |
| url | http://dx.doi.org/10.1155/2022/7046036 |
| work_keys_str_mv | AT bingli influenceofsoilstructureinteractionontheseismicresponseofacontinuousbridgewithfrictionpendulumsystem AT chongfu influenceofsoilstructureinteractionontheseismicresponseofacontinuousbridgewithfrictionpendulumsystem AT guolongliu influenceofsoilstructureinteractionontheseismicresponseofacontinuousbridgewithfrictionpendulumsystem AT weiwei influenceofsoilstructureinteractionontheseismicresponseofacontinuousbridgewithfrictionpendulumsystem AT junfaduan influenceofsoilstructureinteractionontheseismicresponseofacontinuousbridgewithfrictionpendulumsystem AT binwang influenceofsoilstructureinteractionontheseismicresponseofacontinuousbridgewithfrictionpendulumsystem |