Enhancing Seismic Response in Frame Structures through Rigid Connections to Structures with Vibro-Impacting Mass
In this paper, a promising approach is studied that can efficiently mitigate seismic effects on a frame structure by coupling it with an protection system. Various devices are employed to achieve this objective, including tuned mass dampers, dynamic mass absorbers, elastoplastic dampers, and rocking...
| 出版年: | Applied Sciences |
|---|---|
| 主要な著者: | , |
| フォーマット: | 論文 |
| 言語: | 英語 |
| 出版事項: |
MDPI AG
2024-01-01
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| 主題: | |
| オンライン・アクセス: | https://www.mdpi.com/2076-3417/14/2/695 |
| _version_ | 1850070025500622848 |
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| author | Angelo Di Egidio Alessandro Contento |
| author_facet | Angelo Di Egidio Alessandro Contento |
| author_sort | Angelo Di Egidio |
| collection | DOAJ |
| container_title | Applied Sciences |
| description | In this paper, a promising approach is studied that can efficiently mitigate seismic effects on a frame structure by coupling it with an protection system. Various devices are employed to achieve this objective, including tuned mass dampers, dynamic mass absorbers, elastoplastic dampers, and rocking rigid walls. This paper delves into the efficacy of a vibro-impacting nonlinear energy sink in reducing seismic effects on a frame structure. More precisely, a supplementary apparatus, consisting of an auxiliary structure equipped with a vibro-impacting nonlinear energy sink, is rigidly linked to the first story of the targeted frame structure. The seismic response of this coupled system is derived through a dynamically equivalent, low-dimensional model. As a result of the rigid connection between the frame structure and the protection system, the low-dimensional model includes only three degrees of freedom: two displacements that represent the motion of the frame structure, which is rigidly connected to the external structure, while the third characterizes the motion of the vibro-impacting mass. For the vibro-impacting nonlinear energy sink, an ideal model, which assumes instantaneous impacts, is used for the vibro-impacting mass. The proposed model is used for an in-depth parametric analysis, and the outcomes are presented in gain maps that illustrate the effectiveness of the coupling within a designated parameter plane. The findings demonstrate that the coupling with the external structure, which is equipped with a vibro-impacting mass, effectively mitigates displacements and drifts in the frame structure across a broad range of parameter values that define the protection system. |
| format | Article |
| id | doaj-art-e4db9212bac64dd1833c7ef9557f97ff |
| institution | Directory of Open Access Journals |
| issn | 2076-3417 |
| language | English |
| publishDate | 2024-01-01 |
| publisher | MDPI AG |
| record_format | Article |
| spelling | doaj-art-e4db9212bac64dd1833c7ef9557f97ff2025-08-20T00:17:48ZengMDPI AGApplied Sciences2076-34172024-01-0114269510.3390/app14020695Enhancing Seismic Response in Frame Structures through Rigid Connections to Structures with Vibro-Impacting MassAngelo Di Egidio0Alessandro Contento1Department of Civil, Construction-Architectural and Environmental Engineering, University of L’Aquila, 67100 L’Aquila, ItalyCollege of Engineering, Fuzhou University, Fuzhou 350025, ChinaIn this paper, a promising approach is studied that can efficiently mitigate seismic effects on a frame structure by coupling it with an protection system. Various devices are employed to achieve this objective, including tuned mass dampers, dynamic mass absorbers, elastoplastic dampers, and rocking rigid walls. This paper delves into the efficacy of a vibro-impacting nonlinear energy sink in reducing seismic effects on a frame structure. More precisely, a supplementary apparatus, consisting of an auxiliary structure equipped with a vibro-impacting nonlinear energy sink, is rigidly linked to the first story of the targeted frame structure. The seismic response of this coupled system is derived through a dynamically equivalent, low-dimensional model. As a result of the rigid connection between the frame structure and the protection system, the low-dimensional model includes only three degrees of freedom: two displacements that represent the motion of the frame structure, which is rigidly connected to the external structure, while the third characterizes the motion of the vibro-impacting mass. For the vibro-impacting nonlinear energy sink, an ideal model, which assumes instantaneous impacts, is used for the vibro-impacting mass. The proposed model is used for an in-depth parametric analysis, and the outcomes are presented in gain maps that illustrate the effectiveness of the coupling within a designated parameter plane. The findings demonstrate that the coupling with the external structure, which is equipped with a vibro-impacting mass, effectively mitigates displacements and drifts in the frame structure across a broad range of parameter values that define the protection system.https://www.mdpi.com/2076-3417/14/2/695frame structurevibro-impacting nonlinear energy sinkrigid couplingseismic performances |
| spellingShingle | Angelo Di Egidio Alessandro Contento Enhancing Seismic Response in Frame Structures through Rigid Connections to Structures with Vibro-Impacting Mass frame structure vibro-impacting nonlinear energy sink rigid coupling seismic performances |
| title | Enhancing Seismic Response in Frame Structures through Rigid Connections to Structures with Vibro-Impacting Mass |
| title_full | Enhancing Seismic Response in Frame Structures through Rigid Connections to Structures with Vibro-Impacting Mass |
| title_fullStr | Enhancing Seismic Response in Frame Structures through Rigid Connections to Structures with Vibro-Impacting Mass |
| title_full_unstemmed | Enhancing Seismic Response in Frame Structures through Rigid Connections to Structures with Vibro-Impacting Mass |
| title_short | Enhancing Seismic Response in Frame Structures through Rigid Connections to Structures with Vibro-Impacting Mass |
| title_sort | enhancing seismic response in frame structures through rigid connections to structures with vibro impacting mass |
| topic | frame structure vibro-impacting nonlinear energy sink rigid coupling seismic performances |
| url | https://www.mdpi.com/2076-3417/14/2/695 |
| work_keys_str_mv | AT angelodiegidio enhancingseismicresponseinframestructuresthroughrigidconnectionstostructureswithvibroimpactingmass AT alessandrocontento enhancingseismicresponseinframestructuresthroughrigidconnectionstostructureswithvibroimpactingmass |
