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DCフィールド | 値 | 言語 |
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dc.contributor.author | Ikeda, Yoshiki | en |
dc.contributor.author | Matsumoto, Yuki | en |
dc.contributor.alternative | 池田, 芳樹 | ja |
dc.contributor.alternative | 松本, 祐輝 | ja |
dc.date.accessioned | 2022-08-12T00:30:52Z | - |
dc.date.available | 2022-08-12T00:30:52Z | - |
dc.date.issued | 2022-09 | - |
dc.identifier.uri | http://hdl.handle.net/2433/275859 | - |
dc.description.abstract | For a building with a passive control system, an inverse problem is formulated based on the pole allocation method in control theory. The structural system is simplified as a three-degree-of-freedom lumped-mass damped shear model. Through the selection of approximate model parameters, the simplified model can represent an earthquake-resistant structure, a base-isolated structure, an inter-storey-isolated structure, or a controlled structure with a tuned mass damper or viscous dampers. The natural frequencies and corresponding damping ratios in the three vibration modes are set as the initial control targets for the performance-based design. The newly introduced closed-form expression explains how the model parameters are related to the control target and generally proves the trade-off relationship in the passive control effect. Numerical examples demonstrate that pole allocation is arbitrary in selecting a solution. Nevertheless, only a limited solution can be applied to an actual building. | en |
dc.language.iso | eng | - |
dc.publisher | Wiley | en |
dc.rights | This is the peer reviewed version of the following article: [Ikeda, Y, Matsumoto, Y. Unified description of passive vibration control for buildings based on pole allocation applied to three-degree-of-freedom model. Struct Control Health Monit. 2022; 29(9):e2995.], which has been published in final form at https://doi.org/10.1002/stc.2995. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. | en |
dc.rights | The full-text file will be made open to the public on 09 May 2023 in accordance with publisher's 'Terms and Conditions for Self-Archiving'. | en |
dc.rights | This is not the published version. Please cite only the published version. この論文は出版社版でありません。引用の際には出版社版をご確認ご利用ください。 | en |
dc.subject | 3-DOF | en |
dc.subject | building | en |
dc.subject | passive vibration control | en |
dc.subject | performance-based design | en |
dc.subject | pole allocation | en |
dc.subject | unified understanding | en |
dc.title | Unified description of passive vibration control for buildings based on pole allocation applied to three‐degree‐of‐freedom model | en |
dc.type | journal article | - |
dc.type.niitype | Journal Article | - |
dc.identifier.jtitle | Structural Control and Health Monitoring | en |
dc.identifier.volume | 29 | - |
dc.identifier.issue | 9 | - |
dc.relation.doi | 10.1002/stc.2995 | - |
dc.textversion | author | - |
dc.identifier.artnum | e2995 | - |
dcterms.accessRights | open access | - |
datacite.date.available | 2023-05-09 | - |
datacite.awardNumber | 20K05027 | - |
datacite.awardNumber.uri | https://kaken.nii.ac.jp/ja/grant/KAKENHI-PROJECT-20K05027/ | - |
dc.identifier.pissn | 1545-2255 | - |
dc.identifier.eissn | 1545-2263 | - |
jpcoar.funderName | 日本学術振興会 | ja |
jpcoar.awardTitle | 微動と地震時の振動計測に基づく大規模低層建物の地震応答予測法の確立 | ja |
出現コレクション: | 学術雑誌掲載論文等 |
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