Seismic Response Analysis and Evaluation of Laminated Rubber Bearing Supported Bridge Based on the Artificial Neural Network
Laminated rubber bearings are commonly adopted in small-to-medium span highway bridges in earthquake-prone areas. The accurate establishment of the mechanical model of laminated rubber bearings is one of most critical steps for the bridge seismic response analysis. A new constitutive model of bearin...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2021-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2021/5566874 |
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| _version_ | 1832558889800826880 |
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| author | Bingzhe Zhang Kehai Wang Guanya Lu Weizuo Guo |
| author_facet | Bingzhe Zhang Kehai Wang Guanya Lu Weizuo Guo |
| author_sort | Bingzhe Zhang |
| collection | DOAJ |
| description | Laminated rubber bearings are commonly adopted in small-to-medium span highway bridges in earthquake-prone areas. The accurate establishment of the mechanical model of laminated rubber bearings is one of most critical steps for the bridge seismic response analysis. A new constitutive model of bearing based on the artificial neural network (ANN) technique is established through the static cyclic test of laminated rubber bearings, considering the bearing initial stiffness, friction coefficient, and other parameters such as the bearing sectional area, height, loading velocity, vertical load, and aging time. Combined with the ANN method, the ANN-based bridge seismic demand model is built and applied to the rapid evaluation of the bridge seismic damage. The importance of the bearing affecting design factors in the bridge seismic demands are ranked. The results demonstrated that the dimensions of the bearing and vertical load are the main factors affecting the bearings constitutive model. Based on the partial dependency analysis with the ANN-based bridge seismic demand model, it is concluded that the height of bearing is the key design parameter which affects the bridge seismic response the most. The ANN seismic demands model can fit the complex function relationship between various factors and bridge seismic response with high precision, so as to achieve the rapid evaluation of bridge seismic damage. |
| format | Article |
| id | doaj-art-bd74ef92c8474efd80251bf2aff5cf27 |
| institution | Kabale University |
| issn | 1070-9622 1875-9203 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-bd74ef92c8474efd80251bf2aff5cf272025-02-03T01:31:22ZengWileyShock and Vibration1070-96221875-92032021-01-01202110.1155/2021/55668745566874Seismic Response Analysis and Evaluation of Laminated Rubber Bearing Supported Bridge Based on the Artificial Neural NetworkBingzhe Zhang0Kehai Wang1Guanya Lu2Weizuo Guo3School of Transportation, Southeast University, Nanjing, Jiangsu, ChinaSchool of Transportation, Southeast University, Nanjing, Jiangsu, ChinaSchool of Transportation, Southeast University, Nanjing, Jiangsu, ChinaSchool of Transportation, Southeast University, Nanjing, Jiangsu, ChinaLaminated rubber bearings are commonly adopted in small-to-medium span highway bridges in earthquake-prone areas. The accurate establishment of the mechanical model of laminated rubber bearings is one of most critical steps for the bridge seismic response analysis. A new constitutive model of bearing based on the artificial neural network (ANN) technique is established through the static cyclic test of laminated rubber bearings, considering the bearing initial stiffness, friction coefficient, and other parameters such as the bearing sectional area, height, loading velocity, vertical load, and aging time. Combined with the ANN method, the ANN-based bridge seismic demand model is built and applied to the rapid evaluation of the bridge seismic damage. The importance of the bearing affecting design factors in the bridge seismic demands are ranked. The results demonstrated that the dimensions of the bearing and vertical load are the main factors affecting the bearings constitutive model. Based on the partial dependency analysis with the ANN-based bridge seismic demand model, it is concluded that the height of bearing is the key design parameter which affects the bridge seismic response the most. The ANN seismic demands model can fit the complex function relationship between various factors and bridge seismic response with high precision, so as to achieve the rapid evaluation of bridge seismic damage.http://dx.doi.org/10.1155/2021/5566874 |
| spellingShingle | Bingzhe Zhang Kehai Wang Guanya Lu Weizuo Guo Seismic Response Analysis and Evaluation of Laminated Rubber Bearing Supported Bridge Based on the Artificial Neural Network Shock and Vibration |
| title | Seismic Response Analysis and Evaluation of Laminated Rubber Bearing Supported Bridge Based on the Artificial Neural Network |
| title_full | Seismic Response Analysis and Evaluation of Laminated Rubber Bearing Supported Bridge Based on the Artificial Neural Network |
| title_fullStr | Seismic Response Analysis and Evaluation of Laminated Rubber Bearing Supported Bridge Based on the Artificial Neural Network |
| title_full_unstemmed | Seismic Response Analysis and Evaluation of Laminated Rubber Bearing Supported Bridge Based on the Artificial Neural Network |
| title_short | Seismic Response Analysis and Evaluation of Laminated Rubber Bearing Supported Bridge Based on the Artificial Neural Network |
| title_sort | seismic response analysis and evaluation of laminated rubber bearing supported bridge based on the artificial neural network |
| url | http://dx.doi.org/10.1155/2021/5566874 |
| work_keys_str_mv | AT bingzhezhang seismicresponseanalysisandevaluationoflaminatedrubberbearingsupportedbridgebasedontheartificialneuralnetwork AT kehaiwang seismicresponseanalysisandevaluationoflaminatedrubberbearingsupportedbridgebasedontheartificialneuralnetwork AT guanyalu seismicresponseanalysisandevaluationoflaminatedrubberbearingsupportedbridgebasedontheartificialneuralnetwork AT weizuoguo seismicresponseanalysisandevaluationoflaminatedrubberbearingsupportedbridgebasedontheartificialneuralnetwork |