Research on Vehicle-Induced Vibration of Pedestrian Bridge and Its Application in Comfort Evaluation
Abstract The vibration responses of pedestrian bridges are mainly caused by two transmission routes of ground and airflow under vehicle excitation. In order to clarify the action mechanism and influence degree of ground excitation and airflow excitation on pedestrian bridges, based on stochastic the...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Zhao, Rui [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2024 |
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| Anmerkung: |
© Korean Society of Steel Construction 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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| Übergeordnetes Werk: |
Enthalten in: International journal of steel structures - Seoul : KSSC, 2001, 24(2024), 1 vom: 09. Jan., Seite 55-69 |
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| Übergeordnetes Werk: |
volume:24 ; year:2024 ; number:1 ; day:09 ; month:01 ; pages:55-69 |
| Links: |
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| DOI / URN: |
10.1007/s13296-023-00798-0 |
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| Katalog-ID: |
SPR054774322 |
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| 520 | |a Abstract The vibration responses of pedestrian bridges are mainly caused by two transmission routes of ground and airflow under vehicle excitation. In order to clarify the action mechanism and influence degree of ground excitation and airflow excitation on pedestrian bridges, based on stochastic theory and flow field analysis method, the calculation models of vehicle-induced ground excitation and airflow excitation considering the influence of vehicle length, vehicle width and bridge deck width are established respectively. Considering the effects of vehicle speed, road grade, and vehicle mass, the vibration response of a continuous steel box girder pedestrian bridge under the two transmission routes was analyzed in this study. The laws of vibration acceleration and stress were summarized, and the accuracy of the finite element model and the laws were verified by field-measured data. Results show that road grade and vehicle mass are the main factors causing the vibrations of pedestrian bridges under vehicle excitation. Vehicle speed has a great influence on structural vibration under airflow excitation. The vibration response is the largest at mid-span along the pedestrian bridge-length direction. When the vehicle speed is less than about 60 km/h, the influence of the airflow excitation on the structure may not be considered. On this basis, the comfort level of the pedestrian bridge was evaluated using the British Standards Institution. The given evaluation criteria of the pedestrian bridge complement the design regulations of the pedestrian bridge. | ||
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| 650 | 4 | |a Vehicle-induced vibration |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Vibration excitation |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Vibration response |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Comfort level |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Wu, Yuhang |4 aut | |
| 700 | 1 | |a Dan, Danhui |4 aut | |
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10.1007/s13296-023-00798-0 doi (DE-627)SPR054774322 (SPR)s13296-023-00798-0-e DE-627 ger DE-627 rakwb eng Zhao, Rui verfasserin (orcid)0000-0002-7022-7214 aut Research on Vehicle-Induced Vibration of Pedestrian Bridge and Its Application in Comfort Evaluation 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Steel Construction 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The vibration responses of pedestrian bridges are mainly caused by two transmission routes of ground and airflow under vehicle excitation. In order to clarify the action mechanism and influence degree of ground excitation and airflow excitation on pedestrian bridges, based on stochastic theory and flow field analysis method, the calculation models of vehicle-induced ground excitation and airflow excitation considering the influence of vehicle length, vehicle width and bridge deck width are established respectively. Considering the effects of vehicle speed, road grade, and vehicle mass, the vibration response of a continuous steel box girder pedestrian bridge under the two transmission routes was analyzed in this study. The laws of vibration acceleration and stress were summarized, and the accuracy of the finite element model and the laws were verified by field-measured data. Results show that road grade and vehicle mass are the main factors causing the vibrations of pedestrian bridges under vehicle excitation. Vehicle speed has a great influence on structural vibration under airflow excitation. The vibration response is the largest at mid-span along the pedestrian bridge-length direction. When the vehicle speed is less than about 60 km/h, the influence of the airflow excitation on the structure may not be considered. On this basis, the comfort level of the pedestrian bridge was evaluated using the British Standards Institution. The given evaluation criteria of the pedestrian bridge complement the design regulations of the pedestrian bridge. Bridge engineering (dpeaa)DE-He213 Vehicle-induced vibration (dpeaa)DE-He213 Vibration excitation (dpeaa)DE-He213 Vibration response (dpeaa)DE-He213 Comfort level (dpeaa)DE-He213 Wu, Yuhang aut Dan, Danhui aut Enthalten in International journal of steel structures Seoul : KSSC, 2001 24(2024), 1 vom: 09. Jan., Seite 55-69 (DE-627)629839956 (DE-600)2559684-6 2093-6311 nnns volume:24 year:2024 number:1 day:09 month:01 pages:55-69 https://dx.doi.org/10.1007/s13296-023-00798-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 24 2024 1 09 01 55-69 |
| spelling |
10.1007/s13296-023-00798-0 doi (DE-627)SPR054774322 (SPR)s13296-023-00798-0-e DE-627 ger DE-627 rakwb eng Zhao, Rui verfasserin (orcid)0000-0002-7022-7214 aut Research on Vehicle-Induced Vibration of Pedestrian Bridge and Its Application in Comfort Evaluation 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Steel Construction 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The vibration responses of pedestrian bridges are mainly caused by two transmission routes of ground and airflow under vehicle excitation. In order to clarify the action mechanism and influence degree of ground excitation and airflow excitation on pedestrian bridges, based on stochastic theory and flow field analysis method, the calculation models of vehicle-induced ground excitation and airflow excitation considering the influence of vehicle length, vehicle width and bridge deck width are established respectively. Considering the effects of vehicle speed, road grade, and vehicle mass, the vibration response of a continuous steel box girder pedestrian bridge under the two transmission routes was analyzed in this study. The laws of vibration acceleration and stress were summarized, and the accuracy of the finite element model and the laws were verified by field-measured data. Results show that road grade and vehicle mass are the main factors causing the vibrations of pedestrian bridges under vehicle excitation. Vehicle speed has a great influence on structural vibration under airflow excitation. The vibration response is the largest at mid-span along the pedestrian bridge-length direction. When the vehicle speed is less than about 60 km/h, the influence of the airflow excitation on the structure may not be considered. On this basis, the comfort level of the pedestrian bridge was evaluated using the British Standards Institution. The given evaluation criteria of the pedestrian bridge complement the design regulations of the pedestrian bridge. Bridge engineering (dpeaa)DE-He213 Vehicle-induced vibration (dpeaa)DE-He213 Vibration excitation (dpeaa)DE-He213 Vibration response (dpeaa)DE-He213 Comfort level (dpeaa)DE-He213 Wu, Yuhang aut Dan, Danhui aut Enthalten in International journal of steel structures Seoul : KSSC, 2001 24(2024), 1 vom: 09. Jan., Seite 55-69 (DE-627)629839956 (DE-600)2559684-6 2093-6311 nnns volume:24 year:2024 number:1 day:09 month:01 pages:55-69 https://dx.doi.org/10.1007/s13296-023-00798-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 24 2024 1 09 01 55-69 |
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10.1007/s13296-023-00798-0 doi (DE-627)SPR054774322 (SPR)s13296-023-00798-0-e DE-627 ger DE-627 rakwb eng Zhao, Rui verfasserin (orcid)0000-0002-7022-7214 aut Research on Vehicle-Induced Vibration of Pedestrian Bridge and Its Application in Comfort Evaluation 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Steel Construction 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The vibration responses of pedestrian bridges are mainly caused by two transmission routes of ground and airflow under vehicle excitation. In order to clarify the action mechanism and influence degree of ground excitation and airflow excitation on pedestrian bridges, based on stochastic theory and flow field analysis method, the calculation models of vehicle-induced ground excitation and airflow excitation considering the influence of vehicle length, vehicle width and bridge deck width are established respectively. Considering the effects of vehicle speed, road grade, and vehicle mass, the vibration response of a continuous steel box girder pedestrian bridge under the two transmission routes was analyzed in this study. The laws of vibration acceleration and stress were summarized, and the accuracy of the finite element model and the laws were verified by field-measured data. Results show that road grade and vehicle mass are the main factors causing the vibrations of pedestrian bridges under vehicle excitation. Vehicle speed has a great influence on structural vibration under airflow excitation. The vibration response is the largest at mid-span along the pedestrian bridge-length direction. When the vehicle speed is less than about 60 km/h, the influence of the airflow excitation on the structure may not be considered. On this basis, the comfort level of the pedestrian bridge was evaluated using the British Standards Institution. The given evaluation criteria of the pedestrian bridge complement the design regulations of the pedestrian bridge. Bridge engineering (dpeaa)DE-He213 Vehicle-induced vibration (dpeaa)DE-He213 Vibration excitation (dpeaa)DE-He213 Vibration response (dpeaa)DE-He213 Comfort level (dpeaa)DE-He213 Wu, Yuhang aut Dan, Danhui aut Enthalten in International journal of steel structures Seoul : KSSC, 2001 24(2024), 1 vom: 09. Jan., Seite 55-69 (DE-627)629839956 (DE-600)2559684-6 2093-6311 nnns volume:24 year:2024 number:1 day:09 month:01 pages:55-69 https://dx.doi.org/10.1007/s13296-023-00798-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 24 2024 1 09 01 55-69 |
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10.1007/s13296-023-00798-0 doi (DE-627)SPR054774322 (SPR)s13296-023-00798-0-e DE-627 ger DE-627 rakwb eng Zhao, Rui verfasserin (orcid)0000-0002-7022-7214 aut Research on Vehicle-Induced Vibration of Pedestrian Bridge and Its Application in Comfort Evaluation 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Steel Construction 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The vibration responses of pedestrian bridges are mainly caused by two transmission routes of ground and airflow under vehicle excitation. In order to clarify the action mechanism and influence degree of ground excitation and airflow excitation on pedestrian bridges, based on stochastic theory and flow field analysis method, the calculation models of vehicle-induced ground excitation and airflow excitation considering the influence of vehicle length, vehicle width and bridge deck width are established respectively. Considering the effects of vehicle speed, road grade, and vehicle mass, the vibration response of a continuous steel box girder pedestrian bridge under the two transmission routes was analyzed in this study. The laws of vibration acceleration and stress were summarized, and the accuracy of the finite element model and the laws were verified by field-measured data. Results show that road grade and vehicle mass are the main factors causing the vibrations of pedestrian bridges under vehicle excitation. Vehicle speed has a great influence on structural vibration under airflow excitation. The vibration response is the largest at mid-span along the pedestrian bridge-length direction. When the vehicle speed is less than about 60 km/h, the influence of the airflow excitation on the structure may not be considered. On this basis, the comfort level of the pedestrian bridge was evaluated using the British Standards Institution. The given evaluation criteria of the pedestrian bridge complement the design regulations of the pedestrian bridge. Bridge engineering (dpeaa)DE-He213 Vehicle-induced vibration (dpeaa)DE-He213 Vibration excitation (dpeaa)DE-He213 Vibration response (dpeaa)DE-He213 Comfort level (dpeaa)DE-He213 Wu, Yuhang aut Dan, Danhui aut Enthalten in International journal of steel structures Seoul : KSSC, 2001 24(2024), 1 vom: 09. Jan., Seite 55-69 (DE-627)629839956 (DE-600)2559684-6 2093-6311 nnns volume:24 year:2024 number:1 day:09 month:01 pages:55-69 https://dx.doi.org/10.1007/s13296-023-00798-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 24 2024 1 09 01 55-69 |
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10.1007/s13296-023-00798-0 doi (DE-627)SPR054774322 (SPR)s13296-023-00798-0-e DE-627 ger DE-627 rakwb eng Zhao, Rui verfasserin (orcid)0000-0002-7022-7214 aut Research on Vehicle-Induced Vibration of Pedestrian Bridge and Its Application in Comfort Evaluation 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Steel Construction 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The vibration responses of pedestrian bridges are mainly caused by two transmission routes of ground and airflow under vehicle excitation. In order to clarify the action mechanism and influence degree of ground excitation and airflow excitation on pedestrian bridges, based on stochastic theory and flow field analysis method, the calculation models of vehicle-induced ground excitation and airflow excitation considering the influence of vehicle length, vehicle width and bridge deck width are established respectively. Considering the effects of vehicle speed, road grade, and vehicle mass, the vibration response of a continuous steel box girder pedestrian bridge under the two transmission routes was analyzed in this study. The laws of vibration acceleration and stress were summarized, and the accuracy of the finite element model and the laws were verified by field-measured data. Results show that road grade and vehicle mass are the main factors causing the vibrations of pedestrian bridges under vehicle excitation. Vehicle speed has a great influence on structural vibration under airflow excitation. The vibration response is the largest at mid-span along the pedestrian bridge-length direction. When the vehicle speed is less than about 60 km/h, the influence of the airflow excitation on the structure may not be considered. On this basis, the comfort level of the pedestrian bridge was evaluated using the British Standards Institution. The given evaluation criteria of the pedestrian bridge complement the design regulations of the pedestrian bridge. Bridge engineering (dpeaa)DE-He213 Vehicle-induced vibration (dpeaa)DE-He213 Vibration excitation (dpeaa)DE-He213 Vibration response (dpeaa)DE-He213 Comfort level (dpeaa)DE-He213 Wu, Yuhang aut Dan, Danhui aut Enthalten in International journal of steel structures Seoul : KSSC, 2001 24(2024), 1 vom: 09. Jan., Seite 55-69 (DE-627)629839956 (DE-600)2559684-6 2093-6311 nnns volume:24 year:2024 number:1 day:09 month:01 pages:55-69 https://dx.doi.org/10.1007/s13296-023-00798-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 24 2024 1 09 01 55-69 |
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Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The vibration responses of pedestrian bridges are mainly caused by two transmission routes of ground and airflow under vehicle excitation. In order to clarify the action mechanism and influence degree of ground excitation and airflow excitation on pedestrian bridges, based on stochastic theory and flow field analysis method, the calculation models of vehicle-induced ground excitation and airflow excitation considering the influence of vehicle length, vehicle width and bridge deck width are established respectively. Considering the effects of vehicle speed, road grade, and vehicle mass, the vibration response of a continuous steel box girder pedestrian bridge under the two transmission routes was analyzed in this study. The laws of vibration acceleration and stress were summarized, and the accuracy of the finite element model and the laws were verified by field-measured data. Results show that road grade and vehicle mass are the main factors causing the vibrations of pedestrian bridges under vehicle excitation. Vehicle speed has a great influence on structural vibration under airflow excitation. The vibration response is the largest at mid-span along the pedestrian bridge-length direction. When the vehicle speed is less than about 60 km/h, the influence of the airflow excitation on the structure may not be considered. On this basis, the comfort level of the pedestrian bridge was evaluated using the British Standards Institution. 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Zhao, Rui |
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Zhao, Rui misc Bridge engineering misc Vehicle-induced vibration misc Vibration excitation misc Vibration response misc Comfort level Research on Vehicle-Induced Vibration of Pedestrian Bridge and Its Application in Comfort Evaluation |
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research on vehicle-induced vibration of pedestrian bridge and its application in comfort evaluation |
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Research on Vehicle-Induced Vibration of Pedestrian Bridge and Its Application in Comfort Evaluation |
| abstract |
Abstract The vibration responses of pedestrian bridges are mainly caused by two transmission routes of ground and airflow under vehicle excitation. In order to clarify the action mechanism and influence degree of ground excitation and airflow excitation on pedestrian bridges, based on stochastic theory and flow field analysis method, the calculation models of vehicle-induced ground excitation and airflow excitation considering the influence of vehicle length, vehicle width and bridge deck width are established respectively. Considering the effects of vehicle speed, road grade, and vehicle mass, the vibration response of a continuous steel box girder pedestrian bridge under the two transmission routes was analyzed in this study. The laws of vibration acceleration and stress were summarized, and the accuracy of the finite element model and the laws were verified by field-measured data. Results show that road grade and vehicle mass are the main factors causing the vibrations of pedestrian bridges under vehicle excitation. Vehicle speed has a great influence on structural vibration under airflow excitation. The vibration response is the largest at mid-span along the pedestrian bridge-length direction. When the vehicle speed is less than about 60 km/h, the influence of the airflow excitation on the structure may not be considered. On this basis, the comfort level of the pedestrian bridge was evaluated using the British Standards Institution. The given evaluation criteria of the pedestrian bridge complement the design regulations of the pedestrian bridge. © Korean Society of Steel Construction 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstractGer |
Abstract The vibration responses of pedestrian bridges are mainly caused by two transmission routes of ground and airflow under vehicle excitation. In order to clarify the action mechanism and influence degree of ground excitation and airflow excitation on pedestrian bridges, based on stochastic theory and flow field analysis method, the calculation models of vehicle-induced ground excitation and airflow excitation considering the influence of vehicle length, vehicle width and bridge deck width are established respectively. Considering the effects of vehicle speed, road grade, and vehicle mass, the vibration response of a continuous steel box girder pedestrian bridge under the two transmission routes was analyzed in this study. The laws of vibration acceleration and stress were summarized, and the accuracy of the finite element model and the laws were verified by field-measured data. Results show that road grade and vehicle mass are the main factors causing the vibrations of pedestrian bridges under vehicle excitation. Vehicle speed has a great influence on structural vibration under airflow excitation. The vibration response is the largest at mid-span along the pedestrian bridge-length direction. When the vehicle speed is less than about 60 km/h, the influence of the airflow excitation on the structure may not be considered. On this basis, the comfort level of the pedestrian bridge was evaluated using the British Standards Institution. The given evaluation criteria of the pedestrian bridge complement the design regulations of the pedestrian bridge. © Korean Society of Steel Construction 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstract_unstemmed |
Abstract The vibration responses of pedestrian bridges are mainly caused by two transmission routes of ground and airflow under vehicle excitation. In order to clarify the action mechanism and influence degree of ground excitation and airflow excitation on pedestrian bridges, based on stochastic theory and flow field analysis method, the calculation models of vehicle-induced ground excitation and airflow excitation considering the influence of vehicle length, vehicle width and bridge deck width are established respectively. Considering the effects of vehicle speed, road grade, and vehicle mass, the vibration response of a continuous steel box girder pedestrian bridge under the two transmission routes was analyzed in this study. The laws of vibration acceleration and stress were summarized, and the accuracy of the finite element model and the laws were verified by field-measured data. Results show that road grade and vehicle mass are the main factors causing the vibrations of pedestrian bridges under vehicle excitation. Vehicle speed has a great influence on structural vibration under airflow excitation. The vibration response is the largest at mid-span along the pedestrian bridge-length direction. When the vehicle speed is less than about 60 km/h, the influence of the airflow excitation on the structure may not be considered. On this basis, the comfort level of the pedestrian bridge was evaluated using the British Standards Institution. The given evaluation criteria of the pedestrian bridge complement the design regulations of the pedestrian bridge. © Korean Society of Steel Construction 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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Research on Vehicle-Induced Vibration of Pedestrian Bridge and Its Application in Comfort Evaluation |
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https://dx.doi.org/10.1007/s13296-023-00798-0 |
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Wu, Yuhang Dan, Danhui |
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Wu, Yuhang Dan, Danhui |
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10.1007/s13296-023-00798-0 |
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2024-07-04T02:58:20.069Z |
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| score |
7.4010725 |