Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/113304
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorNi, Aen_US
dc.creatorPu, Xen_US
dc.creatorShi, Zen_US
dc.creatorAntoniadis, Ien_US
dc.date.accessioned2025-06-02T06:57:43Z-
dc.date.available2025-06-02T06:57:43Z-
dc.identifier.issn0098-8847en_US
dc.identifier.urihttp://hdl.handle.net/10397/113304-
dc.language.isoenen_US
dc.publisherJohn Wiley & Sonsen_US
dc.rightsThis is an open access article under the terms of the Creative Commons Attribution License (https://creativecommons.org/licenses/by/4.0/), which permits use, distribution and reproduction in any medium, provided the original work is properly cited.en_US
dc.rights© 2025 The Author(s). Earthquake Engineering & Structural Dynamics published by John Wiley & Sons Ltd.en_US
dc.rightsThe following publication Ni, A., Pu, X., Shi, Z., & Antoniadis, I. (2025). Seismic meta‐foundations with Imperfect Interfaces. Earthquake Engineering & Structural Dynamics, 54(8), 2121–2133 is available at https://doi.org/10.1002/eqe.4357.en_US
dc.subjectBase isolationen_US
dc.subjectInterface effectsen_US
dc.subjectSeismic metamaterialsen_US
dc.subjectVibration controlen_US
dc.titleSeismic meta-foundations with imperfect interfacesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage2121en_US
dc.identifier.epage2133en_US
dc.identifier.volume54en_US
dc.identifier.issue8en_US
dc.identifier.doi10.1002/eqe.4357en_US
dcterms.abstractSeismic 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.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEarthquake engineering and structural dynamics, 10 July 2025, v. 54, no. 8, p. 2121-2133en_US
dcterms.isPartOfEarthquake engineering and structural dynamicsen_US
dcterms.issued2025-07-10-
dc.identifier.scopus2-s2.0-105002126730-
dc.identifier.eissn1096-9845en_US
dc.description.validate202505 bcwcen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_TA-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; China Scholarship Council; Hong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.description.TAWiley (2025)en_US
dc.description.oaCategoryTAen_US
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