空气中纵向加肋混凝土圆柱壳的结构噪声辐射分析
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国家自然科学基金面上项目(50678141);武汉理工大学自主创新研究基金(2010Va014)


Structural Noise Analysis of Longitudinal Stiffened Concrete Cylindrical Shell in Air
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    摘要:

    城市高架轨道箱形梁产生以低频噪声为主的结构噪声对周边建筑物的安全、精密仪器的正常使用、沿线居民的日常生活等均造成了很大的影响。为探求轨道箱形梁结构噪声产生的机理,研究了空气中无限长纵向加肋混凝土圆柱壳。考虑流固耦合作用,利用波数域法和传递矩阵法研究了耦合系统的声辐射特性,并分析了观察点位置、外激励幅值、结构阻尼、纵向肋骨数量等参数变化的影响规律。结果表明:增加纵向肋骨的数量,可以有效降低混凝土圆柱壳的振动和结构噪声。可为实际工程中管道结构的减振降噪研究和轨道箱形梁结构噪声的理论研究提供基础。

    Abstract:

    Structural noises induced by urban viaduct box beam basically comes from the vibration responses with low frequency noises, which may affect the surrounding buildings’ security, the common using of highprecision instruments and the living of human beings etc.In order to study the principles of structural noise of railway box beams, the infinite longitudinal stiffened concrete cylindrical shell in air was actively investigated.Aimed at the fluid structure interaction, the characteristics of sound radiation of coupling system were investigated by the wavenumber domain approach and transfer matrix method.And the effects of various parameters on the properties of concrete cylindrical shell, including the position of observation point, the size of the external excitation force, structural damping and the amount of longitudinal ribs, were numerically simulated based on the proposed analytical model.It is found that the increase of longitudinal ribs can effectively reduce the vibration and structural noises of concrete cylindrical shell.The observations would be provided as beneficial guidelines for the noise mitigation of pipeline structures and railway box beams.

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孙亮明,谢伟平.空气中纵向加肋混凝土圆柱壳的结构噪声辐射分析[J].土木与环境工程学报(中英文),2010,32(3):41-45. SUN Liangming, Xie Wei ping. Structural Noise Analysis of Longitudinal Stiffened Concrete Cylindrical Shell in Air[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2010,32(3):41-45.10.11835/j. issn.1674-4764.2010.03.008

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  • 收稿日期:2009-11-26
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