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...

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出版年:Applied Sciences
主要な著者: Angelo Di Egidio, Alessandro Contento
フォーマット: 論文
言語:英語
出版事項: MDPI AG 2024-01-01
主題:
オンライン・アクセス:https://www.mdpi.com/2076-3417/14/2/695
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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.
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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