Guanping Zhang , Yanhui Liu , Fulin Zhou , Ping Tan , Donà Marco
{"title":"不同激励和响应组合下旋转式双调谐质量阻尼器的最优参数","authors":"Guanping Zhang , Yanhui Liu , Fulin Zhou , Ping Tan , Donà Marco","doi":"10.1016/j.soildyn.2025.109641","DOIUrl":null,"url":null,"abstract":"<div><div>The Rotational Inerter Double Tuned Mass Damper (RIDTMD) is a vibration mitigation device derived by substituting the damping element in a conventional Tuned Mass Damper (TMD) with an inerter-based system. Under the same tuned mass ratio condition, RIDTMD has better vibration damping effectiveness than TMD. However, it is difficult to obtain the analytical solution of RIDTMD optimal parameters, which severely limits the application of RIDTMD in the engineering field. To address this problem, this study utilizes the Genetic Algorithm-Nonlinear Programming (GA-NLP) algorithm to obtain the analytical solution of RIDTMD, and the optimal parameters formulation of RIDTMD is given by numerical fitting technique. Under random force excitation, the optimal parameters of the RIDTMD are obtained based on optimization criteria <span><math><mrow><msub><mi>H</mi><mn>2</mn></msub></mrow></math></span> and <span><math><mrow><msub><mi>H</mi><mi>∞</mi></msub></mrow></math></span>, with the displacement and acceleration of primary structure serving as the optimization objectives, respectively. The same method is used to obtain the optimal parameters of RIDTMD under base displacement excitation. Finally, the validity of the optimal parameters of RIDTMD was verified through frequency-domain analysis and time-domain analysis.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"198 ","pages":"Article 109641"},"PeriodicalIF":4.2000,"publicationDate":"2025-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Optimal parameters of rotational inerter double tuned mass damper for different excitation and response combinations\",\"authors\":\"Guanping Zhang , Yanhui Liu , Fulin Zhou , Ping Tan , Donà Marco\",\"doi\":\"10.1016/j.soildyn.2025.109641\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The Rotational Inerter Double Tuned Mass Damper (RIDTMD) is a vibration mitigation device derived by substituting the damping element in a conventional Tuned Mass Damper (TMD) with an inerter-based system. Under the same tuned mass ratio condition, RIDTMD has better vibration damping effectiveness than TMD. However, it is difficult to obtain the analytical solution of RIDTMD optimal parameters, which severely limits the application of RIDTMD in the engineering field. To address this problem, this study utilizes the Genetic Algorithm-Nonlinear Programming (GA-NLP) algorithm to obtain the analytical solution of RIDTMD, and the optimal parameters formulation of RIDTMD is given by numerical fitting technique. Under random force excitation, the optimal parameters of the RIDTMD are obtained based on optimization criteria <span><math><mrow><msub><mi>H</mi><mn>2</mn></msub></mrow></math></span> and <span><math><mrow><msub><mi>H</mi><mi>∞</mi></msub></mrow></math></span>, with the displacement and acceleration of primary structure serving as the optimization objectives, respectively. The same method is used to obtain the optimal parameters of RIDTMD under base displacement excitation. Finally, the validity of the optimal parameters of RIDTMD was verified through frequency-domain analysis and time-domain analysis.</div></div>\",\"PeriodicalId\":49502,\"journal\":{\"name\":\"Soil Dynamics and Earthquake Engineering\",\"volume\":\"198 \",\"pages\":\"Article 109641\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2025-07-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Soil Dynamics and Earthquake Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0267726125004348\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726125004348","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Optimal parameters of rotational inerter double tuned mass damper for different excitation and response combinations
The Rotational Inerter Double Tuned Mass Damper (RIDTMD) is a vibration mitigation device derived by substituting the damping element in a conventional Tuned Mass Damper (TMD) with an inerter-based system. Under the same tuned mass ratio condition, RIDTMD has better vibration damping effectiveness than TMD. However, it is difficult to obtain the analytical solution of RIDTMD optimal parameters, which severely limits the application of RIDTMD in the engineering field. To address this problem, this study utilizes the Genetic Algorithm-Nonlinear Programming (GA-NLP) algorithm to obtain the analytical solution of RIDTMD, and the optimal parameters formulation of RIDTMD is given by numerical fitting technique. Under random force excitation, the optimal parameters of the RIDTMD are obtained based on optimization criteria and , with the displacement and acceleration of primary structure serving as the optimization objectives, respectively. The same method is used to obtain the optimal parameters of RIDTMD under base displacement excitation. Finally, the validity of the optimal parameters of RIDTMD was verified through frequency-domain analysis and time-domain analysis.
期刊介绍:
The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering.
Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.