地震波衰减森林屏障的高效数值模拟:工程安全建设

Qahtan Al-Shami, Jiankun Huang, M. Amran, Saleh Mugahed, Ayed Eid Alluqmani, Mohammed Al-Haaj, Yaser Gamil, Hakim S. Abdelgader
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摘要

本文旨在阐明在保护区周围以周期性模式排列的林木作为天然超材料(称为森林超材料(FMs))衰减地震波(SWs)的明显可见性。在分析 FM 模型的可变性时,考虑了五种不同的 "metawall "配置情况。通过数值模拟研究了每种模型的带隙(BG)和振动模式的特征。有限元法(FEM)用于说明低频范围内带隙的产生。采用商业有限元代码 COMSOL Multiphysics 5.4a 进行数值分析,并利用声锥法和应变能法。由于树高的逐渐变化和以质量形式添加的垂直载荷模拟树叶,产生了宽广的布拉格散射 BG 和局部共振 BG。结果很有希望,并证实了基于参数化设计语言 ANSYS 17.2 软件的有限元法适用于频率低于 100 Hz 的拟议模型的边界条件。对六层土壤的机械性能和调频装置几何参数的影响进行了深入研究。建议采用单元格布局和工程配置来布置基于周期理论的调频装置,以便在控制地面振动方面取得显著效果,这对于保护大量建筑物或整个城市都很有价值。在施工之前,保护一个区域并对调频特性进行控制是有利的。结果显示了 "树木 "上部(如树叶、树冠和侧枝)以及树木高度的逐渐变化对 BGs 宽度和位置的影响,即衰减机制。小于 100 Hz 的低频范围特别适合用调频装置来衰减 SW。不过,应根据城市树木的排列提出安全城市建设的工程方法,以便在特定频率范围内屏蔽 SWs。
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Efficient numerical simulations on the forest barrier for seismic wave attenuation: engineering safe constructions
This paper aims to elucidate the clear visibility of attenuating seismic waves (SWs) with forest trees as natural metamaterials known as forest metamaterials (FMs) arranged in a periodic pattern around the protected area. In analyzing the changeability of the FM models, five distinct cases of “metawall” configurations were considered. Numerical simulations were conducted to study the characteristics of bandgaps (BGs) and vibration modes for each model. The finite element method (FEM) was used to illustrate the generation of BGs in low frequency ranges. The commercial finite element code COMSOL Multiphysics 5.4a was adopted to carry out the numerical analysis, utilizing the sound cone method and the strain energy method. Wide BGs were generated for the Bragg scattering BGs and local resonance BGs owing to the gradual variations in tree height and the addition of a vertical load in the form of mass to simulate the tree foliage. The results were promising and confirmed the applicability of FEM based on the parametric design language ANSYS 17.2 software to apply the boundary conditions of the proposed models at frequencies below 100 Hz. The effects of the mechanical properties of the six layers of soil and the geometric parameters of FMs were studied intensively. Unit cell layouts and an engineered configuration for arranging FMs based on periodic theory to achieve significant results in controlling ground vibrations, which are valuable for protecting a large number of structures or an entire city, are recommended. Prior to construction, protecting a region and exerting control over FM characteristics are advantageous. The results exhibited the effect of the ‘trees’ upper portion (e.g., leaves, crown, and lateral bulky branches) and the gradual change in tree height on the width and position of BGs, which refers to the attenuation mechanism. Low frequency ranges of less than 100 Hz were particularly well suited for attenuating SWs with FMs. However, an engineering method for a safe city construction should be proposed on the basis of the arrangement of urban trees to allow for the shielding of SWs in specific frequency ranges.
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