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  • Institute of Noise Control Engineering (INCE)  (7)
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  • Institute of Noise Control Engineering (INCE)  (7)
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  • 1
    Online Resource
    Online Resource
    Institute of Noise Control Engineering (INCE) ; 2023
    In:  INTER-NOISE and NOISE-CON Congress and Conference Proceedings Vol. 265, No. 4 ( 2023-02-01), p. 3391-3396
    In: INTER-NOISE and NOISE-CON Congress and Conference Proceedings, Institute of Noise Control Engineering (INCE), Vol. 265, No. 4 ( 2023-02-01), p. 3391-3396
    Abstract: Building foundation elastic pad is one of the important measures for subway vibration control. In order to understand the subway vibration control effect of elastic pad on superstructure, two identical concrete test blocks were poured on site near a subway line. Taking the real subway vibration load as the input source strength, the vibration isolation effect of elastic pad on upper concrete mass block was compared and analyzed; At the same time, the influence of the backfill around the underground foundation of the building on the vibration isolation effect is simulated and analyzed. The backfill has a non negligible restraint effect on the building, improves the vertical natural frequency of the "building elastic pad" system, and then reduces the vibration isolation effect of the elastic pad. Therefore, it is very necessary to lay the elastic pad on the side wall around the building to reduce the lateral restraint effect of the backfill.
    Type of Medium: Online Resource
    ISSN: 0736-2935
    Language: English
    Publisher: Institute of Noise Control Engineering (INCE)
    Publication Date: 2023
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  • 2
    Online Resource
    Online Resource
    Institute of Noise Control Engineering (INCE) ; 2023
    In:  INTER-NOISE and NOISE-CON Congress and Conference Proceedings Vol. 268, No. 8 ( 2023-11-30), p. 74-80
    In: INTER-NOISE and NOISE-CON Congress and Conference Proceedings, Institute of Noise Control Engineering (INCE), Vol. 268, No. 8 ( 2023-11-30), p. 74-80
    Abstract: To investigate the relationship between the structure-borne noise and the vibration of vertical concrete noise barriers sitting on the roadside of the railway, the time-frequency characteristics of the accelerations and sound pressure level of the barrier slab under train crossing events were analyzed by in situ vibration and noise testing. The results show that (1) the vertical vibration level in the mainline area is approximately 94.7 dB, while it is approximately 104.4 dB in the turnout area, and the average increase effect of the vibration level is approximately 9.7 dB. (2) The sound pressure level of the structure-borne noise in the mainline area is approximately 66.4 dB(A), while it is approximately 70.0 dB(A) in the turnout area, and the average increase effect of the sound pressure level is approximately 3.6 dB(A). (3) The vibration is amplified significantly at approximately 40-60 Hz. In summary, the structure-borne noise of the barrier slab is affected by the forced vibration amplification of the barrier slab, and the sound and vertical vibration amplified analysis of the noise barrier under ground motion excitation caused by train operation brought out the related relationship between the vertical vibration and the structure-borne noise.
    Type of Medium: Online Resource
    ISSN: 0736-2935
    Language: English
    Publisher: Institute of Noise Control Engineering (INCE)
    Publication Date: 2023
    Library Location Call Number Volume/Issue/Year Availability
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  • 3
    Online Resource
    Online Resource
    Institute of Noise Control Engineering (INCE) ; 2023
    In:  INTER-NOISE and NOISE-CON Congress and Conference Proceedings Vol. 265, No. 7 ( 2023-02-01), p. 417-422
    In: INTER-NOISE and NOISE-CON Congress and Conference Proceedings, Institute of Noise Control Engineering (INCE), Vol. 265, No. 7 ( 2023-02-01), p. 417-422
    Abstract: This paper presents the time-frequency characteristics of ground vibrations near subway stations through field tests and analyses. More than 15 ground vibration measurement points are set up in the longitudinal and transverse directions of the track near a subway station. Overall, the ground vibration level (VLzmax) above the tunnel is approximately 73 dB on the border between the station and mainline, while it attenuates to 63 dB away from the tunnel by approximately 30 meters; the dominant frequency in the mainline area is approximately 63-80 Hz. The results in the longitudinal direction show that the ground vibration increases rapidly as the train drives away from the station because of the train speed growing, and VLzmax is less than 10 dB between the station and near the mainline area, while the dominant frequency in the mainline area is higher than that in the station area. The attenuation rate of the ground vibration in the transverse direction for the mainline area is faster than that for the station area. The power distribution law y=Ax^(-α) can describe the vibration attenuation characteristics, and its "peak and long tail effect" and "scale-free characteristics" can predict the vibration at any position by measuring two specified locations.
    Type of Medium: Online Resource
    ISSN: 0736-2935
    Language: English
    Publisher: Institute of Noise Control Engineering (INCE)
    Publication Date: 2023
    Library Location Call Number Volume/Issue/Year Availability
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  • 4
    Online Resource
    Online Resource
    Institute of Noise Control Engineering (INCE) ; 2023
    In:  INTER-NOISE and NOISE-CON Congress and Conference Proceedings Vol. 268, No. 7 ( 2023-11-30), p. 1590-1598
    In: INTER-NOISE and NOISE-CON Congress and Conference Proceedings, Institute of Noise Control Engineering (INCE), Vol. 268, No. 7 ( 2023-11-30), p. 1590-1598
    Abstract: In order to meet the functional requirements, it is often necessary to set the transfer floor in the high-rise building structure. From the perspective of the influence of transfer floor on the subway-induced vibration response characteristics of building structure, the finite element method is used to calculate the floor vibration response of the building with transfer floor under the excitation of subway train based on the actual project. Through the above analysis, the influence of the position of transfer floor on the subway-induced vibration response of the building is analyzed. The results show that the vibration level of the transfer floor roof decrease obviously when the position of the transfer floor moves up gradually, and the vibration levels of most other floors are increased to varying degrees. The third floor, that is the roof of the original transfer floor, has the most significant change in vibration.
    Type of Medium: Online Resource
    ISSN: 0736-2935
    Language: English
    Publisher: Institute of Noise Control Engineering (INCE)
    Publication Date: 2023
    Library Location Call Number Volume/Issue/Year Availability
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  • 5
    Online Resource
    Online Resource
    Institute of Noise Control Engineering (INCE) ; 2021
    In:  INTER-NOISE and NOISE-CON Congress and Conference Proceedings Vol. 263, No. 5 ( 2021-08-01), p. 1818-1822
    In: INTER-NOISE and NOISE-CON Congress and Conference Proceedings, Institute of Noise Control Engineering (INCE), Vol. 263, No. 5 ( 2021-08-01), p. 1818-1822
    Abstract: Environmental noise pollution is the primary environmental problem faced by the superstructure of metro depots. The throat area of depot is prone to high wheel-rail impact noise due to the use of seam lines, multiple joints, turnouts and small radius curves. The noise exerts through fire and ventilation openings on the side walls, which may cause high annoyance to the residents in the superstructures both on the upper cover and surrounding areas. In this paper, a field test was condected on the environmental noise in the throat area of metro depot. The noise of the trackside and adjacent open space were recorded, and the time-frequency domain characteristics and statistical characteristics and attenuation law of the noise generated by train operation in the throat area were analyzed. The research results have certain guiding significance for the prediction and control of noise in the throat area of the depot.
    Type of Medium: Online Resource
    ISSN: 0736-2935
    Language: English
    Publisher: Institute of Noise Control Engineering (INCE)
    Publication Date: 2021
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  • 6
    Online Resource
    Online Resource
    Institute of Noise Control Engineering (INCE) ; 2023
    In:  INTER-NOISE and NOISE-CON Congress and Conference Proceedings Vol. 265, No. 7 ( 2023-02-01), p. 527-535
    In: INTER-NOISE and NOISE-CON Congress and Conference Proceedings, Institute of Noise Control Engineering (INCE), Vol. 265, No. 7 ( 2023-02-01), p. 527-535
    Abstract: Environmental vibration pollution is the primary environmental problem faced by the superstructure of metro depots. The throat area is especially prone to high wheel-rail impact vibration due to multiple joints and turnouts, which may cause high annoyance to the residents in the superstructures both on the upper cover and surrounding areas. In this paper, based on the coupled dynamic analysis of wheel-turnout, a prediction method to evaluate the indoor vibration of over-track building is established. Firstly, subway turnout with variable sections on switch, connection part and frog and vehicle models are established, and wheel-rail force is obtained through multibody dynamics calculation. Secondly, the track-foundation-structure finite element numerical model was built, loading the wheel-rail force excitation, then the indoor vibration could be obtained. The accuracy of this method is verified taking a 32 story residential superstructure in North China as an example. The vertical vibration accelerations were measured on every other floor when a A-type train travelled on a 7-turnout. The error between the measured data and the calculated results was within 5%, indicating that this prediction method has certain accuracy. The research results have certain guiding significance for the prediction and control of vibration in metro depot.
    Type of Medium: Online Resource
    ISSN: 0736-2935
    Language: English
    Publisher: Institute of Noise Control Engineering (INCE)
    Publication Date: 2023
    Library Location Call Number Volume/Issue/Year Availability
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  • 7
    Online Resource
    Online Resource
    Institute of Noise Control Engineering (INCE) ; 2023
    In:  INTER-NOISE and NOISE-CON Congress and Conference Proceedings Vol. 268, No. 5 ( 2023-11-30), p. 3899-3906
    In: INTER-NOISE and NOISE-CON Congress and Conference Proceedings, Institute of Noise Control Engineering (INCE), Vol. 268, No. 5 ( 2023-11-30), p. 3899-3906
    Abstract: In order to study the influence of train operation on indoor vibration and noise under the condition of co-construction of railway-building, the spectral characteristics of indoor vibration and structure-borne noise and their variation with speed were analyzed by on-site measurement method of a track building in Beijing, which provided reference and data support for the evaluation and control of indoor vibration and secondary radiated noise under the condition of co-construction of railway-building.
    Type of Medium: Online Resource
    ISSN: 0736-2935
    Language: English
    Publisher: Institute of Noise Control Engineering (INCE)
    Publication Date: 2023
    Library Location Call Number Volume/Issue/Year Availability
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