{"title":"用于地震波减缓的嵌套质量局部共振超障","authors":"Nathan W. Halim , Tung-Yu Wu , Shiang-Jung Wang","doi":"10.1016/j.engstruct.2025.120792","DOIUrl":null,"url":null,"abstract":"<div><div>Seismic metamaterials (SMs) have garnered significant attention in earthquake engineering due to their exceptional ability to manipulate waves. Originating from the fields of electromagnetics and acoustics, these SMs consist of periodic arrays of engineered structures embedded in the soil to protect buildings from seismic waves. In this paper, we propose a nested-mass metabarrier, which can produce a low-frequency band gap utilizing the local resonance phenomenon of its inner core. Based on analytical studies, parametric analysis, and construction feasibility, the developed metabarrier comprises a concrete core inside a plywood shell and is interconnected by soft polyethylene foam. Dispersion analysis shows the proposed metabarrier can generate a low-frequency band gap of 0.8–3.2 Hz, which falls within the frequency range of seismic waves (below 10 Hz). Lab-scale experiments and numerical simulations further verify the performance of the metabarriers in attenuating propagating P-waves in sand at frequencies within the band gap. The proposed metabarrier design is therefore shown to have desired wave attenuation and is feasible for construction, demonstrating its potential for practical application in seismic protection.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"341 ","pages":"Article 120792"},"PeriodicalIF":6.4000,"publicationDate":"2025-06-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Nested-mass locally resonant metabarriers for seismic wave mitigation\",\"authors\":\"Nathan W. Halim , Tung-Yu Wu , Shiang-Jung Wang\",\"doi\":\"10.1016/j.engstruct.2025.120792\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Seismic metamaterials (SMs) have garnered significant attention in earthquake engineering due to their exceptional ability to manipulate waves. Originating from the fields of electromagnetics and acoustics, these SMs consist of periodic arrays of engineered structures embedded in the soil to protect buildings from seismic waves. In this paper, we propose a nested-mass metabarrier, which can produce a low-frequency band gap utilizing the local resonance phenomenon of its inner core. Based on analytical studies, parametric analysis, and construction feasibility, the developed metabarrier comprises a concrete core inside a plywood shell and is interconnected by soft polyethylene foam. Dispersion analysis shows the proposed metabarrier can generate a low-frequency band gap of 0.8–3.2 Hz, which falls within the frequency range of seismic waves (below 10 Hz). Lab-scale experiments and numerical simulations further verify the performance of the metabarriers in attenuating propagating P-waves in sand at frequencies within the band gap. The proposed metabarrier design is therefore shown to have desired wave attenuation and is feasible for construction, demonstrating its potential for practical application in seismic protection.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"341 \",\"pages\":\"Article 120792\"},\"PeriodicalIF\":6.4000,\"publicationDate\":\"2025-06-24\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0141029625011836\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029625011836","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Nested-mass locally resonant metabarriers for seismic wave mitigation
Seismic metamaterials (SMs) have garnered significant attention in earthquake engineering due to their exceptional ability to manipulate waves. Originating from the fields of electromagnetics and acoustics, these SMs consist of periodic arrays of engineered structures embedded in the soil to protect buildings from seismic waves. In this paper, we propose a nested-mass metabarrier, which can produce a low-frequency band gap utilizing the local resonance phenomenon of its inner core. Based on analytical studies, parametric analysis, and construction feasibility, the developed metabarrier comprises a concrete core inside a plywood shell and is interconnected by soft polyethylene foam. Dispersion analysis shows the proposed metabarrier can generate a low-frequency band gap of 0.8–3.2 Hz, which falls within the frequency range of seismic waves (below 10 Hz). Lab-scale experiments and numerical simulations further verify the performance of the metabarriers in attenuating propagating P-waves in sand at frequencies within the band gap. The proposed metabarrier design is therefore shown to have desired wave attenuation and is feasible for construction, demonstrating its potential for practical application in seismic protection.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.