地震波通过超材料地基的计算研究

Aman Thakur, Arpan Gupta
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引用次数: 2

摘要

摘要本文研究基于超材料的地震波衰减基础设计。超材料是人工设计的具有新特性的结构。这些人工设计的结构可以表现出与直觉相反的特性,有时在自然界中是不存在的。这些超材料具有频率区域(称为带隙),在该频率区域内- p波和s波会发生显著的衰减。在这项工作中,用有限元法计算了带隙,并与文献进行了比较。此外,还提供了谐波激励,并对结构的各个层通过超材料区域的频率响应函数进行了评估。结果表明,在带隙区域,高S波和p波衰减可以通过设计单元来实现。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Computational study of seismic wave propagation through metamaterial foundation
Abstract The present work is about metamaterial-based foundation design for attenuating seismic wave propagation. Metamaterials are artificially designed structures engineered for novel properties. These artificially designed structures can exhibit properties, which can be contra-intuitive and sometimes not available in nature. These metamaterials have frequency regions (called as bandgaps) for which significant attenuation of – P-waves and S-waves takes place. In this work, bandgaps have been computed using the finite element method and compared with the literature. Further, harmonic excitation is provided, and the frequency response function through the metamaterial region has been evaluated for various layers of the structure. The results show high S- and P-wave attenuation in the bandgap region, which can be engineered by designing the unit cell.
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