{"title":"A lightweight pendulum tuned mass inerter system for enhanced vibration control","authors":"Li Zhang , Ruifu Zhang , Yuying Xia , Zhipeng Zhao","doi":"10.1016/j.engstruct.2025.120555","DOIUrl":null,"url":null,"abstract":"<div><div>Traditional tuned mass dampers (TMDs) have been effectively adopted in engineering structures owing to their reliable vibration control performance. Previous studies demonstrate that the apparent mass amplification effect of inerter devices can significantly reduce the required mass of TMDs while maintaining their vibration control effectiveness. However, this approach lacks an explicit experimental validation. Moreover, existing studies neglect the relationship between the physical implementation mechanisms of inerters and their lightweight control effects. To address these gaps, this study proposes a pendulum tuned mass inerter system (PTMIS), which incorporates an inerter with high apparent mass amplification into a conventional pendulum TMD. This achieves a lighter design without compromising the vibration control efficacy of the tuned-type device. A coupled dynamic model integrating the PTMIS with a single-degree-of-freedom primary system is developed to analyze the influence of the inerter’s apparent mass amplification factor on lightweight vibration control performance. A demand-oriented optimization framework is also introduced. The results indicate that inerter devices with low apparent mass amplification factors in the PTMIS do not sufficiently enable the lightweight control effect. Experimental results demonstrate that under comparable control objectives, PTMIS requires 39 % less tuned mass than a traditional TMD. A case study in a wind turbine application demonstrates that the PTMISs achieve comparable control efficacy to conventional TMDs while reducing the tuned mass by 10–26 % and the mass block displacement amplitude by an average of 17.3 %. This work validates the engineering feasibility of the PTMIS and provides an efficient lightweight vibration control solution for weight-sensitive structures by employing a so-called “replacing mass with inertia” paradigm.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"338 ","pages":"Article 120555"},"PeriodicalIF":5.6000,"publicationDate":"2025-05-19","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/S0141029625009460","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}
引用次数: 0
Abstract
Traditional tuned mass dampers (TMDs) have been effectively adopted in engineering structures owing to their reliable vibration control performance. Previous studies demonstrate that the apparent mass amplification effect of inerter devices can significantly reduce the required mass of TMDs while maintaining their vibration control effectiveness. However, this approach lacks an explicit experimental validation. Moreover, existing studies neglect the relationship between the physical implementation mechanisms of inerters and their lightweight control effects. To address these gaps, this study proposes a pendulum tuned mass inerter system (PTMIS), which incorporates an inerter with high apparent mass amplification into a conventional pendulum TMD. This achieves a lighter design without compromising the vibration control efficacy of the tuned-type device. A coupled dynamic model integrating the PTMIS with a single-degree-of-freedom primary system is developed to analyze the influence of the inerter’s apparent mass amplification factor on lightweight vibration control performance. A demand-oriented optimization framework is also introduced. The results indicate that inerter devices with low apparent mass amplification factors in the PTMIS do not sufficiently enable the lightweight control effect. Experimental results demonstrate that under comparable control objectives, PTMIS requires 39 % less tuned mass than a traditional TMD. A case study in a wind turbine application demonstrates that the PTMISs achieve comparable control efficacy to conventional TMDs while reducing the tuned mass by 10–26 % and the mass block displacement amplitude by an average of 17.3 %. This work validates the engineering feasibility of the PTMIS and provides an efficient lightweight vibration control solution for weight-sensitive structures by employing a so-called “replacing mass with inertia” paradigm.
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.