Influence of Bearing on Pier Failure Considering the Separation Condition under Near-Fault Earthquake
To study the influence of the near-fault vertical earthquake, the beam-spring-damper-pier model is used to simulate the double-span continuous beam bridge. The transient wave function expansion method and the indirect mode function method are used to calculate the seismic response of the bridge. The...
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| Format: | Article |
| Language: | English |
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MDPI AG
2021-04-01
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| Series: | Symmetry |
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| Online Access: | https://www.mdpi.com/2073-8994/13/4/692 |
| _version_ | 1797537546825105408 |
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| author | Wenjun An Guquan Song |
| author_facet | Wenjun An Guquan Song |
| author_sort | Wenjun An |
| collection | DOAJ |
| description | To study the influence of the near-fault vertical earthquake, the beam-spring-damper-pier model is used to simulate the double-span continuous beam bridge. The transient wave function expansion method and the indirect mode function method are used to calculate the seismic response of the bridge. The theoretical solutions of the contact force and displacement response of the bridge under vertical earthquake excitation near-fault are derived. By using piers with three different heights, the influence of vertical separation on pier-bending failure is analyzed reasonably. The results show that under the near-fault earthquake action, the split has a certain influence on the pier failure. Moreover, the stiffness and damping of the bearing have an influence on the pier failure, and the change of the maximum pier height has different effects. Therefore, for bridges of different sizes, it is of great significance to select the appropriate stiffness and damping bearings to reduce pier failure. |
| first_indexed | 2024-03-10T12:17:41Z |
| format | Article |
| id | doaj.art-c391ff68f0e94d73be3dbd3c7d3be60d |
| institution | Directory Open Access Journal |
| issn | 2073-8994 |
| language | English |
| last_indexed | 2024-03-10T12:17:41Z |
| publishDate | 2021-04-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Symmetry |
| spelling | doaj.art-c391ff68f0e94d73be3dbd3c7d3be60d2023-11-21T15:45:12ZengMDPI AGSymmetry2073-89942021-04-0113469210.3390/sym13040692Influence of Bearing on Pier Failure Considering the Separation Condition under Near-Fault EarthquakeWenjun An0Guquan Song1School of Civil Engineering and Architecture, Nanchang University, Nanchang 330031, ChinaSchool of Civil Engineering and Architecture, Nanchang University, Nanchang 330031, ChinaTo study the influence of the near-fault vertical earthquake, the beam-spring-damper-pier model is used to simulate the double-span continuous beam bridge. The transient wave function expansion method and the indirect mode function method are used to calculate the seismic response of the bridge. The theoretical solutions of the contact force and displacement response of the bridge under vertical earthquake excitation near-fault are derived. By using piers with three different heights, the influence of vertical separation on pier-bending failure is analyzed reasonably. The results show that under the near-fault earthquake action, the split has a certain influence on the pier failure. Moreover, the stiffness and damping of the bearing have an influence on the pier failure, and the change of the maximum pier height has different effects. Therefore, for bridges of different sizes, it is of great significance to select the appropriate stiffness and damping bearings to reduce pier failure.https://www.mdpi.com/2073-8994/13/4/692bridgenear-fault vertical earthquakemultiple separationsbearing stiffnessbearing dampingbending damage |
| spellingShingle | Wenjun An Guquan Song Influence of Bearing on Pier Failure Considering the Separation Condition under Near-Fault Earthquake Symmetry bridge near-fault vertical earthquake multiple separations bearing stiffness bearing damping bending damage |
| title | Influence of Bearing on Pier Failure Considering the Separation Condition under Near-Fault Earthquake |
| title_full | Influence of Bearing on Pier Failure Considering the Separation Condition under Near-Fault Earthquake |
| title_fullStr | Influence of Bearing on Pier Failure Considering the Separation Condition under Near-Fault Earthquake |
| title_full_unstemmed | Influence of Bearing on Pier Failure Considering the Separation Condition under Near-Fault Earthquake |
| title_short | Influence of Bearing on Pier Failure Considering the Separation Condition under Near-Fault Earthquake |
| title_sort | influence of bearing on pier failure considering the separation condition under near fault earthquake |
| topic | bridge near-fault vertical earthquake multiple separations bearing stiffness bearing damping bending damage |
| url | https://www.mdpi.com/2073-8994/13/4/692 |
| work_keys_str_mv | AT wenjunan influenceofbearingonpierfailureconsideringtheseparationconditionundernearfaultearthquake AT guquansong influenceofbearingonpierfailureconsideringtheseparationconditionundernearfaultearthquake |