{"title":"利用耦合摆减少高层建筑模型的运动激发横向和扭转振动","authors":"Krzysztof Majcher","doi":"10.1007/s43452-025-01310-7","DOIUrl":null,"url":null,"abstract":"<div><p>The aim of the research was to investigate the effectiveness of a pendulum tuned mass damper with two degrees of freedom (PTMD2DOF) in reducing vibrations caused by the kinematic excitations of a tall building model. The PTMD2DOF concept proposed in the paper is consistent with the canons of passive tuned mass dampers (TMD). The PTMD2DOF design was developed based on a system of two pendulums that are connected by an elastic element (a flexurally deformable rod). Thanks to this element, static coupling between the dynamic degrees of freedom of both pendulums was obtained. In this way, a passive TMD was also obtained, the dynamic degrees of freedom of which are related to horizontal motion (consistent swings of both pendulums) and rotational motion (opposite swings of both pendulums). This in turn allowed for the tuning of the PTMD2DOF to two natural frequencies of the tall building model—the first that corresponded to lateral vibrations, and the second that corresponded to torsional vibrations. The TMD was tuned by selecting key geometric and material parameters. The effectiveness of the PTMD2DOF was verified experimentally on a shake table, and also numerically using an FEM model in the Mathematica 12 environment. The model of a tall building with or without PTMD2DOF was subjected to nine kinematic excitations – four harmonic excitations and five real seismograms. The effectiveness was assessed by comparing the dynamic responses of the protected and unprotected model. High vibration reduction efficiency was achieved: up to 94% for transverse vibrations and over 73% (experimentally) for torsional vibrations. In the case of the seismic excitations, the efficiency was lower and depended on the duration and characteristics of the signal. Short excitations resulted in a decrease in PTMD2DOF efficiency to below 60%, while longer excitations allowed results similar to harmonic excitations to be achieved. The agreement between the experimental and numerical results was high, and any differences were most likely caused by geometric imperfections of the physical model and/or the processing procedure of the measurement data.</p></div>","PeriodicalId":55474,"journal":{"name":"Archives of Civil and Mechanical Engineering","volume":"25 5-6","pages":""},"PeriodicalIF":4.4000,"publicationDate":"2025-08-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s43452-025-01310-7.pdf","citationCount":"0","resultStr":"{\"title\":\"Reduction of the kinematically excited lateral and torsional vibrations of a tall building model using coupled pendulums\",\"authors\":\"Krzysztof Majcher\",\"doi\":\"10.1007/s43452-025-01310-7\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The aim of the research was to investigate the effectiveness of a pendulum tuned mass damper with two degrees of freedom (PTMD2DOF) in reducing vibrations caused by the kinematic excitations of a tall building model. The PTMD2DOF concept proposed in the paper is consistent with the canons of passive tuned mass dampers (TMD). The PTMD2DOF design was developed based on a system of two pendulums that are connected by an elastic element (a flexurally deformable rod). Thanks to this element, static coupling between the dynamic degrees of freedom of both pendulums was obtained. In this way, a passive TMD was also obtained, the dynamic degrees of freedom of which are related to horizontal motion (consistent swings of both pendulums) and rotational motion (opposite swings of both pendulums). This in turn allowed for the tuning of the PTMD2DOF to two natural frequencies of the tall building model—the first that corresponded to lateral vibrations, and the second that corresponded to torsional vibrations. The TMD was tuned by selecting key geometric and material parameters. The effectiveness of the PTMD2DOF was verified experimentally on a shake table, and also numerically using an FEM model in the Mathematica 12 environment. The model of a tall building with or without PTMD2DOF was subjected to nine kinematic excitations – four harmonic excitations and five real seismograms. The effectiveness was assessed by comparing the dynamic responses of the protected and unprotected model. High vibration reduction efficiency was achieved: up to 94% for transverse vibrations and over 73% (experimentally) for torsional vibrations. In the case of the seismic excitations, the efficiency was lower and depended on the duration and characteristics of the signal. Short excitations resulted in a decrease in PTMD2DOF efficiency to below 60%, while longer excitations allowed results similar to harmonic excitations to be achieved. The agreement between the experimental and numerical results was high, and any differences were most likely caused by geometric imperfections of the physical model and/or the processing procedure of the measurement data.</p></div>\",\"PeriodicalId\":55474,\"journal\":{\"name\":\"Archives of Civil and Mechanical Engineering\",\"volume\":\"25 5-6\",\"pages\":\"\"},\"PeriodicalIF\":4.4000,\"publicationDate\":\"2025-08-24\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://link.springer.com/content/pdf/10.1007/s43452-025-01310-7.pdf\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Archives of Civil and Mechanical Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s43452-025-01310-7\",\"RegionNum\":3,\"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":"Archives of Civil and Mechanical Engineering","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s43452-025-01310-7","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Reduction of the kinematically excited lateral and torsional vibrations of a tall building model using coupled pendulums
The aim of the research was to investigate the effectiveness of a pendulum tuned mass damper with two degrees of freedom (PTMD2DOF) in reducing vibrations caused by the kinematic excitations of a tall building model. The PTMD2DOF concept proposed in the paper is consistent with the canons of passive tuned mass dampers (TMD). The PTMD2DOF design was developed based on a system of two pendulums that are connected by an elastic element (a flexurally deformable rod). Thanks to this element, static coupling between the dynamic degrees of freedom of both pendulums was obtained. In this way, a passive TMD was also obtained, the dynamic degrees of freedom of which are related to horizontal motion (consistent swings of both pendulums) and rotational motion (opposite swings of both pendulums). This in turn allowed for the tuning of the PTMD2DOF to two natural frequencies of the tall building model—the first that corresponded to lateral vibrations, and the second that corresponded to torsional vibrations. The TMD was tuned by selecting key geometric and material parameters. The effectiveness of the PTMD2DOF was verified experimentally on a shake table, and also numerically using an FEM model in the Mathematica 12 environment. The model of a tall building with or without PTMD2DOF was subjected to nine kinematic excitations – four harmonic excitations and five real seismograms. The effectiveness was assessed by comparing the dynamic responses of the protected and unprotected model. High vibration reduction efficiency was achieved: up to 94% for transverse vibrations and over 73% (experimentally) for torsional vibrations. In the case of the seismic excitations, the efficiency was lower and depended on the duration and characteristics of the signal. Short excitations resulted in a decrease in PTMD2DOF efficiency to below 60%, while longer excitations allowed results similar to harmonic excitations to be achieved. The agreement between the experimental and numerical results was high, and any differences were most likely caused by geometric imperfections of the physical model and/or the processing procedure of the measurement data.
期刊介绍:
Archives of Civil and Mechanical Engineering (ACME) publishes both theoretical and experimental original research articles which explore or exploit new ideas and techniques in three main areas: structural engineering, mechanics of materials and materials science.
The aim of the journal is to advance science related to structural engineering focusing on structures, machines and mechanical systems. The journal also promotes advancement in the area of mechanics of materials, by publishing most recent findings in elasticity, plasticity, rheology, fatigue and fracture mechanics.
The third area the journal is concentrating on is materials science, with emphasis on metals, composites, etc., their structures and properties as well as methods of evaluation.
In addition to research papers, the Editorial Board welcomes state-of-the-art reviews on specialized topics. All such articles have to be sent to the Editor-in-Chief before submission for pre-submission review process. Only articles approved by the Editor-in-Chief in pre-submission process can be submitted to the journal for further processing. Approval in pre-submission stage doesn''t guarantee acceptance for publication as all papers are subject to a regular referee procedure.