首页> 外文会议>International Congress on Sound and Vibration >COMPUTATIONALLY EFFICIENT MODEL FOR CALCULATING THE 2.5D GREEN'S FUNCTIONS OF A TUNNEL BURIED IN A LAYERED HALF-SPACE SYSTEM
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COMPUTATIONALLY EFFICIENT MODEL FOR CALCULATING THE 2.5D GREEN'S FUNCTIONS OF A TUNNEL BURIED IN A LAYERED HALF-SPACE SYSTEM

机译:计算分层半空间系统中隧道2.5D绿色函数的计算有效模型

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Noise and vibration pollution caused by underground railway traffic in urban areas become a major issue of concern due to their effects on the quality of life and comfort of the inhabitants. An accurate and computationally efficient model is required to predict the ground-borne vibration and to evaluate performance of countermeasures before their implementation. In this paper, a computationally efficient model to calculate vibration levels induced by underground railways buried in a layered half-space is presented. It is assumed that near-field dynamic behavior of the tunnel-soil system is only influenced by the dynamics of the tunnel itself and the layer that contains it. Thus, it is assumed the other layers and the free surface do not affect the dynamic behavior of the tunnel-soil system close to the tunnel. The two-and-a-half-dimensional (2.5D) tunnel-soil interface vibration displacements are calculated by using the Pipe-in-Pipe (PiP) model in which tunnel wall and surrounding soil are modeled using thin shell theory and elastic continuum theory, respectively. Then, the 2.5D Green's functions for a homogeneous full-space are employed to find a set of equivalent forces that can reproduce the tunnel-soil interface displacements. Finally, the far-field vibration displacements of the layered half-space are calculated by employing computationally efficient method which calculates the 2.5D Green's functions for a layered half-space based on the stiffness matrix method in Cartesian coordinates. The results are compared with the ones calculated by using a well-established model proposed by Hussein et al. (JSV, Vol. 333 (25), pp. 6996-7018, 2014) in which the stiffness matrix method in cylindrical coordinates has been used to calculate the 2.5D Green's function for a layered half-space. It is shown that not only the results of two methods are in a good agreement but also the new method is computationally more efficient in comparison with the existing one.
机译:由于其对居民的生活质量和舒适性的影响,所以城市地区地下铁路交通引起的噪音和振动污染成为关注的主要问题。准确和计算的高效模型需要预测地面振动,并在实现前评估对策的性能。本文介绍了一种计算有效的计算埋在分层半空间中的地下铁路诱导的振动水平的效率模型。假设隧道土系统的近场动态行为仅受隧道本身的动态和包含它的层的影响。因此,假设其他层,自由表面不会影响靠近隧道的隧道土系统的动态行为。通过使用薄壳理论和弹性连续体模型采用隧道壁和周围土壤的管道(PIP)模型来计算二维隧道土壤界面振动位移。理论分别。然后,采用2.5D绿色的均匀空间的功能来查找一组等同的力,可以再现隧道土界面位移。最后,通过采用基于笛卡尔坐标中的刚度矩阵法计算2.5D绿色的函数来计算层状半空间的远场振动位移。将结果与通过使用Hussein等人提出的熟悉的模型计算的结果进行比较。 (JSV,Vol.333(25),PP。6996-7018,2014),其中圆柱形坐标中的刚度矩阵方法已用于计算层状半空间的2.5D绿色功能。结果表明,不仅有两种方法的结果良好的一致性,而且与现有的一个相比,新方法也在计算上更有效。

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