Seismic Analysis of Isolated Continuous Bridge considering Influence of Seawater and Site Condition
The effects of seawater and site conditions on the seismic response of the isolated continuous girder bridge are evaluated in this study. The seawater-muddy soil-isolated bridge coupling model is built in the dynamic analysis software ADINA, and the external seismic wave input is realized by the sei...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2021/7599715 |
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| _version_ | 1850223911249117184 |
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| author | Baokui Chen Yujie Du Yan Shi Li Fan |
| author_facet | Baokui Chen Yujie Du Yan Shi Li Fan |
| author_sort | Baokui Chen |
| collection | DOAJ |
| description | The effects of seawater and site conditions on the seismic response of the isolated continuous girder bridge are evaluated in this study. The seawater-muddy soil-isolated bridge coupling model is built in the dynamic analysis software ADINA, and the external seismic wave input is realized by the seismic wave motion analysis program. The influences of seawater and muddy soil on the seismic response of isolated continuous girder bridges are determined by comparing different offshore site models. The results indicated that the seawater and the muddy soil magnify the displacement of the seabed. The existence of seawater increases the longitudinal relative displacement of piers by 20%–40% but has limited influence on the bending moment and shear force of piers. The muddy soil can increase the longitudinal relative displacement and internal force of the piers remarkably. Moreover, the displacement of bridge bearings increases significantly under the combined influence of muddy soil and seawater. In the seawater-muddy soil-isolated bridge coupling model, the seawater and site condition can influence the seismic performance of sea-crossing bridges obviously. |
| format | Article |
| id | doaj-art-57ca395986aa463389bc744ae1a0f456 |
| institution | OA Journals |
| issn | 1070-9622 1875-9203 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-57ca395986aa463389bc744ae1a0f4562025-08-20T02:05:47ZengWileyShock and Vibration1070-96221875-92032021-01-01202110.1155/2021/75997157599715Seismic Analysis of Isolated Continuous Bridge considering Influence of Seawater and Site ConditionBaokui Chen0Yujie Du1Yan Shi2Li Fan3School of Civil Engineering and Architecture, Nanchang University, Nanchang 33031, ChinaSchool of Civil Engineering and Architecture, Nanchang University, Nanchang 33031, ChinaSchool of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaSchool of Civil Engineering and Architecture, Nanchang University, Nanchang 33031, ChinaThe effects of seawater and site conditions on the seismic response of the isolated continuous girder bridge are evaluated in this study. The seawater-muddy soil-isolated bridge coupling model is built in the dynamic analysis software ADINA, and the external seismic wave input is realized by the seismic wave motion analysis program. The influences of seawater and muddy soil on the seismic response of isolated continuous girder bridges are determined by comparing different offshore site models. The results indicated that the seawater and the muddy soil magnify the displacement of the seabed. The existence of seawater increases the longitudinal relative displacement of piers by 20%–40% but has limited influence on the bending moment and shear force of piers. The muddy soil can increase the longitudinal relative displacement and internal force of the piers remarkably. Moreover, the displacement of bridge bearings increases significantly under the combined influence of muddy soil and seawater. In the seawater-muddy soil-isolated bridge coupling model, the seawater and site condition can influence the seismic performance of sea-crossing bridges obviously.http://dx.doi.org/10.1155/2021/7599715 |
| spellingShingle | Baokui Chen Yujie Du Yan Shi Li Fan Seismic Analysis of Isolated Continuous Bridge considering Influence of Seawater and Site Condition Shock and Vibration |
| title | Seismic Analysis of Isolated Continuous Bridge considering Influence of Seawater and Site Condition |
| title_full | Seismic Analysis of Isolated Continuous Bridge considering Influence of Seawater and Site Condition |
| title_fullStr | Seismic Analysis of Isolated Continuous Bridge considering Influence of Seawater and Site Condition |
| title_full_unstemmed | Seismic Analysis of Isolated Continuous Bridge considering Influence of Seawater and Site Condition |
| title_short | Seismic Analysis of Isolated Continuous Bridge considering Influence of Seawater and Site Condition |
| title_sort | seismic analysis of isolated continuous bridge considering influence of seawater and site condition |
| url | http://dx.doi.org/10.1155/2021/7599715 |
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