Experimental Investigation of Metamaterial-Inspired Periodic Foundation Systems with Embedded Piezoelectric Layers for Seismic Vibration Attenuation †

ArticleAçık Erişim

Özet

Seismic metamaterial-inspired periodic foundations have emerged as promising vibration-mitigation concepts capable of attenuating seismic wave propagation within specific frequency bands. This study presents an experimental investigation on the dynamic response of periodic foundation configurations, with and without embedded piezoelectric layers, to evaluate their vibration-attenuation characteristics. The experimental program employed a shake table driven by a 0.75 kW servo motor and included excitation step counts of 3000, 4000, and 5000. Accelerometers mounted on the specimen surfaces recorded vibration data at 80 ms intervals. Three foundation configurations were tested: (i) a conventional reinforced concrete block, (ii) a one-dimensional periodic foundation composed of alternating concrete and rubber layers, and (iii) a periodic foundation incorporating piezoelectric modules. Time-domain and frequency-domain analyses showed that the periodic foundations achieved notable reductions in both peak and RMS accelerations, especially near resonance frequencies. The configuration, including piezoelectric layers, exhibited similar attenuation performance while also generating measurable instantaneous voltage outputs under vibration. However, these voltage peaks—reaching a maximum of 1.64 V—represent only a laboratory-scale, proof-of-concept demonstration of electromechanical coupling rather than a practical or continuous form of energy harvesting, given the inherently sporadic nature of seismic excitation. Overall, the results confirm that the tested system is not a full metamaterial in the classical sense but rather a metamaterial-inspired periodic arrangement capable of inducing band-gap-based vibration attenuation. The inclusion of piezoelectric elements provides auxiliary sensing and micro-energy-generation capabilities, offering a preliminary foundation for future multifunctional seismic-protection concepts. © 2025 by the authors.

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RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/ebyu/10623Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.3390/buildings15244399Yayıncı resmi DOI adresi
Tam Kayıt
AlanDeğerDil
dc.contributor.authorOz, Mehmet Furkan
dc.contributor.authorKumbasaroglu, Atila
dc.contributor.authorYalciner, Hakan
dc.contributor.authorKorozlu, Nurettin
dc.contributor.authorBabacan, Yunus
dc.contributor.authorÇatır, Fulya Esra Cimilli
dc.contributor.authorSayarcan, Done
dc.date.accessioned2026-10-18T20:25:48.385291875Z
dc.date.available2026-10-18T20:25:48.385291875Z
dc.date.issued2025
dc.description.abstractSeismic metamaterial-inspired periodic foundations have emerged as promising vibration-mitigation concepts capable of attenuating seismic wave propagation within specific frequency bands. This study presents an experimental investigation on the dynamic response of periodic foundation configurations, with and without embedded piezoelectric layers, to evaluate their vibration-attenuation characteristics. The experimental program employed a shake table driven by a 0.75 kW servo motor and included excitation step counts of 3000, 4000, and 5000. Accelerometers mounted on the specimen surfaces recorded vibration data at 80 ms intervals. Three foundation configurations were tested: (i) a conventional reinforced concrete block, (ii) a one-dimensional periodic foundation composed of alternating concrete and rubber layers, and (iii) a periodic foundation incorporating piezoelectric modules. Time-domain and frequency-domain analyses showed that the periodic foundations achieved notable reductions in both peak and RMS accelerations, especially near resonance frequencies. The configuration, including piezoelectric layers, exhibited similar attenuation performance while also generating measurable instantaneous voltage outputs under vibration. However, these voltage peaks—reaching a maximum of 1.64 V—represent only a laboratory-scale, proof-of-concept demonstration of electromechanical coupling rather than a practical or continuous form of energy harvesting, given the inherently sporadic nature of seismic excitation. Overall, the results confirm that the tested system is not a full metamaterial in the classical sense but rather a metamaterial-inspired periodic arrangement capable of inducing band-gap-based vibration attenuation. The inclusion of piezoelectric elements provides auxiliary sensing and micro-energy-generation capabilities, offering a preliminary foundation for future multifunctional seismic-protection concepts. © 2025 by the authors.
dc.description.sponsorshipThe authors gratefully acknowledge the financial and technical support provided by the Scientific Research Projects Coordination Unit of Erzincan Binali Y\u0131ld\u0131r\u0131m University (Project No: FCD-2024-1033). The authors also thank the laboratory staff of the Civil Engineering Department for their valuable assistance during the experimental setup and testing phases.
dc.identifier.doi10.3390/buildings15244399
dc.identifier.eissn2075-5309
dc.identifier.issn2075-5309
dc.identifier.issue24
dc.identifier.scopus2-s2.0-105025768481
dc.identifier.startpage4399
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/ebyu/10623
dc.identifier.volume15
dc.identifier.wosWOS:001646971600001
dc.language.isoen
dc.publisherMultidisciplinary Digital Publishing Institute (MDPI)
dc.relation.ispartofBuildings
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectenergy harvesting
dc.subjectFourier transform analysis
dc.subjectperiodic foundation systems
dc.subjectpiezoelectric sensors
dc.subjectseismic metamaterials-inspired systems
dc.subjectshake table testing
dc.subjectCrystallography
dc.subjectElectromechanical coupling
dc.subjectFrequency domain analysis
dc.subjectMetamaterials
dc.subjectPiezoelectric devices
dc.subjectPiezoelectric materials
dc.subjectPiezoelectricity
dc.subjectSeismic waves
dc.subjectSeismology
dc.subjectTime domain analysis
dc.subjectWave propagation
dc.subjectEnergy
dc.subjectExperimental investigations
dc.subjectFoundation systems
dc.subjectPeriodic foundation system
dc.subjectPiezoelectric layers
dc.subjectSeismic metamaterial-inspired system
dc.subjectVibration attenuation
dc.titleExperimental Investigation of Metamaterial-Inspired Periodic Foundation Systems with Embedded Piezoelectric Layers for Seismic Vibration Attenuation †
dc.typeArticle
dspace.entity.typePublication
rdl.citation.scopus1
rdl.citation.wos1
rdl.oa.statusgold
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)