Vibration characteristics and isolation in vibration-sensitive areas under moving vehicle load
A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-fo...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Wang, Hongzhen [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022transfer abstract |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS - Park, Duk-Woo ELSEVIER, 2015, Amsterdam [u.a.] |
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| Übergeordnetes Werk: |
volume:153 ; year:2022 ; pages:0 |
| Links: |
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| DOI / URN: |
10.1016/j.soildyn.2021.107077 |
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ELV056501854 |
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| 245 | 1 | 0 | |a Vibration characteristics and isolation in vibration-sensitive areas under moving vehicle load |
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| 520 | |a A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. | ||
| 520 | |a A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. | ||
| 650 | 7 | |a Vibration isolation pile |2 Elsevier | |
| 650 | 7 | |a Moving vehicle load |2 Elsevier | |
| 650 | 7 | |a Ground vibrations |2 Elsevier | |
| 650 | 7 | |a Field test |2 Elsevier | |
| 650 | 7 | |a Vibration isolation rate |2 Elsevier | |
| 700 | 1 | |a Zhang, Chunsheng |4 oth | |
| 700 | 1 | |a Jiang, Jianqun |4 oth | |
| 700 | 1 | |a Huang, Wei |4 oth | |
| 700 | 1 | |a Guo, Dechang |4 oth | |
| 700 | 1 | |a Sheng, Tao |4 oth | |
| 773 | 0 | 8 | |i Enthalten in |n Elsevier Science |a Park, Duk-Woo ELSEVIER |t APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS |d 2015 |g Amsterdam [u.a.] |w (DE-627)ELV013066021 |
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10.1016/j.soildyn.2021.107077 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001643.pica (DE-627)ELV056501854 (ELSEVIER)S0267-7261(21)00499-1 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Wang, Hongzhen verfasserin aut Vibration characteristics and isolation in vibration-sensitive areas under moving vehicle load 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. Vibration isolation pile Elsevier Moving vehicle load Elsevier Ground vibrations Elsevier Field test Elsevier Vibration isolation rate Elsevier Zhang, Chunsheng oth Jiang, Jianqun oth Huang, Wei oth Guo, Dechang oth Sheng, Tao oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:153 year:2022 pages:0 https://doi.org/10.1016/j.soildyn.2021.107077 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 153 2022 0 |
| spelling |
10.1016/j.soildyn.2021.107077 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001643.pica (DE-627)ELV056501854 (ELSEVIER)S0267-7261(21)00499-1 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Wang, Hongzhen verfasserin aut Vibration characteristics and isolation in vibration-sensitive areas under moving vehicle load 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. Vibration isolation pile Elsevier Moving vehicle load Elsevier Ground vibrations Elsevier Field test Elsevier Vibration isolation rate Elsevier Zhang, Chunsheng oth Jiang, Jianqun oth Huang, Wei oth Guo, Dechang oth Sheng, Tao oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:153 year:2022 pages:0 https://doi.org/10.1016/j.soildyn.2021.107077 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 153 2022 0 |
| allfields_unstemmed |
10.1016/j.soildyn.2021.107077 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001643.pica (DE-627)ELV056501854 (ELSEVIER)S0267-7261(21)00499-1 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Wang, Hongzhen verfasserin aut Vibration characteristics and isolation in vibration-sensitive areas under moving vehicle load 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. Vibration isolation pile Elsevier Moving vehicle load Elsevier Ground vibrations Elsevier Field test Elsevier Vibration isolation rate Elsevier Zhang, Chunsheng oth Jiang, Jianqun oth Huang, Wei oth Guo, Dechang oth Sheng, Tao oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:153 year:2022 pages:0 https://doi.org/10.1016/j.soildyn.2021.107077 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 153 2022 0 |
| allfieldsGer |
10.1016/j.soildyn.2021.107077 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001643.pica (DE-627)ELV056501854 (ELSEVIER)S0267-7261(21)00499-1 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Wang, Hongzhen verfasserin aut Vibration characteristics and isolation in vibration-sensitive areas under moving vehicle load 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. Vibration isolation pile Elsevier Moving vehicle load Elsevier Ground vibrations Elsevier Field test Elsevier Vibration isolation rate Elsevier Zhang, Chunsheng oth Jiang, Jianqun oth Huang, Wei oth Guo, Dechang oth Sheng, Tao oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:153 year:2022 pages:0 https://doi.org/10.1016/j.soildyn.2021.107077 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 153 2022 0 |
| allfieldsSound |
10.1016/j.soildyn.2021.107077 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001643.pica (DE-627)ELV056501854 (ELSEVIER)S0267-7261(21)00499-1 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Wang, Hongzhen verfasserin aut Vibration characteristics and isolation in vibration-sensitive areas under moving vehicle load 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. Vibration isolation pile Elsevier Moving vehicle load Elsevier Ground vibrations Elsevier Field test Elsevier Vibration isolation rate Elsevier Zhang, Chunsheng oth Jiang, Jianqun oth Huang, Wei oth Guo, Dechang oth Sheng, Tao oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:153 year:2022 pages:0 https://doi.org/10.1016/j.soildyn.2021.107077 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 153 2022 0 |
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In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. 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The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. 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Vibration characteristics and isolation in vibration-sensitive areas under moving vehicle load |
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A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. |
| abstractGer |
A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. |
| abstract_unstemmed |
A precision instrument building is used to house various experimental equipments that are sensitive to ground vibrations. In order to research the characteristics of ground vibrations under the moving vehicle load, a field test of vibration was carried out. A coupling model of moving vehicle load-foundation soil-building structure was established to simulate vibration isolation measures and analyze the vibration isolation effect. The results indicate that the ground vibrations in the sensitive area caused by the moving vehicle load are mainly low frequency in the vertical direction, where the principal frequency is in the 3∼4 Hz range, consistent with the ground pulsation test. The horizontal vibration attenuates much faster than the vertical vibration. For the vibration isolation using the piles, factors including pile spacing, pile length and barrier width have a significant impact on the vibration isolation effect, while the number of pile rows and the material of piles have relatively little influence. Using the optimized vibration isolation plan, the vibration in the sensitive area caused by the moving vehicle load can be reduced by about 30∼50%. The research methods and conclusions of this paper can serve as a useful reference for the analysis of ground vibrations and vibration isolation design in vibration-sensitive areas. |
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Zhang, Chunsheng Jiang, Jianqun Huang, Wei Guo, Dechang Sheng, Tao |
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