Seismic Meta-Foundations With Imperfect Interfaces

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Anchen Ni, Xingbo Pu, Zhifei Shi, Ioannis Antoniadis
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引用次数: 0

Abstract

Seismic wave isolation through layered meta-foundations is an emerging area of research, driven by its intrinsic theoretical significance and potential practical applications. To date, the complexities associated with imperfect interfaces have often been overlooked in the development of analytical frameworks, which tend to prioritize simple yet effective closed-form dispersion laws. This work provides a further step toward the analytical study of meta-foundations under real-world conditions by incorporating the effects of imperfect interfaces. Our developed framework demonstrates that accounting for interface effects markedly enhances ultra-low-frequency wave attenuation in meta-foundations, as revealed through complex dispersion analysis and verified by transmission analysis of finite-sized meta-foundations. This enhancement is achieved by modifying the stiffness and mass of the interfaces, which affects both the location and width of frequency attenuation zones (AZs) and improves wave attenuation within these frequency domains. Overall, our meta-foundations that incorporate interface effects demonstrate superior performance compared to traditional meta-foundations. This study offers a practical analytical model for meta-foundations and explores the effects of interface imperfections on their dynamic properties, paving the way for further advancements in the design of novel meta-foundations with artificial interfaces.

具有不完全界面的地震元基础
由于其内在的理论意义和潜在的实际应用前景,层状元基础的地震波隔离是一个新兴的研究领域。迄今为止,在分析框架的开发中,往往忽略了与不完美接口相关的复杂性,这些分析框架倾向于优先考虑简单但有效的封闭形式分散定律。这项工作通过纳入不完美界面的影响,为现实世界条件下元基础的分析研究提供了进一步的步骤。我们开发的框架表明,考虑界面效应显著增强了元基础中的超低频波衰减,这一点通过复杂色散分析得到了证实,并通过有限尺寸元基础的透射分析得到了验证。这种增强是通过改变界面的刚度和质量来实现的,这会影响频率衰减区(az)的位置和宽度,并改善这些频域内的波衰减。总的来说,与传统的元基础相比,我们的结合界面效应的元基础表现出更优越的性能。本研究为元基础提供了一个实用的分析模型,并探讨了界面缺陷对其动态特性的影响,为进一步设计具有人工界面的新型元基础铺平了道路。
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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