Seismic Mitigation Effect of Lever-Type Lead Viscoelastic Node Dampers
Energy dissipation damping technology is usually used for infrastructure construction in seismic regions. In this study, a lever-type lead viscoelastic node damper (LTLVND), which can capture small rotational displacements of the infrastructure under seismic excitation, is innovatively proposed base...
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Veröffentlicht in: | Structural control and health monitoring 2023-10, Vol.2023, p.1-22 |
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creator | Ye, Mao Jiang, Jin Zhou, Jingya Zhang, Wuliang Huang, Baotao Wu, Ming |
description | Energy dissipation damping technology is usually used for infrastructure construction in seismic regions. In this study, a lever-type lead viscoelastic node damper (LTLVND), which can capture small rotational displacements of the infrastructure under seismic excitation, is innovatively proposed based on the leverage effect. The characteristics of energy-absorbing capacity of the LTLVND and its mitigation effect on the dynamics of the structure under seismic excitation are studied. Testing and modelling results show that a satisfactory energy dissipation effect can be observed for the innovative lead viscoelastic damper (LTLVND). Finally, a seismic analysis of a concrete frame structure with LTLVNDs is carried out. Pushover analysis and dynamic elastoplastic analysis are included. It is shown that a significant improvement in structural performance under seismic conditions can be achieved with the addition of LTLVNDs at appropriate locations. |
doi_str_mv | 10.1155/2023/1552150 |
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In this study, a lever-type lead viscoelastic node damper (LTLVND), which can capture small rotational displacements of the infrastructure under seismic excitation, is innovatively proposed based on the leverage effect. The characteristics of energy-absorbing capacity of the LTLVND and its mitigation effect on the dynamics of the structure under seismic excitation are studied. Testing and modelling results show that a satisfactory energy dissipation effect can be observed for the innovative lead viscoelastic damper (LTLVND). Finally, a seismic analysis of a concrete frame structure with LTLVNDs is carried out. Pushover analysis and dynamic elastoplastic analysis are included. It is shown that a significant improvement in structural performance under seismic conditions can be achieved with the addition of LTLVNDs at appropriate locations.</description><identifier>ISSN: 1545-2255</identifier><identifier>EISSN: 1545-2263</identifier><identifier>DOI: 10.1155/2023/1552150</identifier><language>eng</language><publisher>Hindawi</publisher><ispartof>Structural control and health monitoring, 2023-10, Vol.2023, p.1-22</ispartof><rights>Copyright © 2023 Mao Ye et al.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c309t-df152c8224d0ac72cfbaf95c0bf9e138f815d736f6605b7cc5118596f95fbb043</citedby><cites>FETCH-LOGICAL-c309t-df152c8224d0ac72cfbaf95c0bf9e138f815d736f6605b7cc5118596f95fbb043</cites><orcidid>0000-0001-5898-7387</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,860,873,27901,27902</link.rule.ids></links><search><contributor>Chen, Lin</contributor><creatorcontrib>Ye, Mao</creatorcontrib><creatorcontrib>Jiang, Jin</creatorcontrib><creatorcontrib>Zhou, Jingya</creatorcontrib><creatorcontrib>Zhang, Wuliang</creatorcontrib><creatorcontrib>Huang, Baotao</creatorcontrib><creatorcontrib>Wu, Ming</creatorcontrib><title>Seismic Mitigation Effect of Lever-Type Lead Viscoelastic Node Dampers</title><title>Structural control and health monitoring</title><description>Energy dissipation damping technology is usually used for infrastructure construction in seismic regions. In this study, a lever-type lead viscoelastic node damper (LTLVND), which can capture small rotational displacements of the infrastructure under seismic excitation, is innovatively proposed based on the leverage effect. The characteristics of energy-absorbing capacity of the LTLVND and its mitigation effect on the dynamics of the structure under seismic excitation are studied. Testing and modelling results show that a satisfactory energy dissipation effect can be observed for the innovative lead viscoelastic damper (LTLVND). Finally, a seismic analysis of a concrete frame structure with LTLVNDs is carried out. Pushover analysis and dynamic elastoplastic analysis are included. 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In this study, a lever-type lead viscoelastic node damper (LTLVND), which can capture small rotational displacements of the infrastructure under seismic excitation, is innovatively proposed based on the leverage effect. The characteristics of energy-absorbing capacity of the LTLVND and its mitigation effect on the dynamics of the structure under seismic excitation are studied. Testing and modelling results show that a satisfactory energy dissipation effect can be observed for the innovative lead viscoelastic damper (LTLVND). Finally, a seismic analysis of a concrete frame structure with LTLVNDs is carried out. Pushover analysis and dynamic elastoplastic analysis are included. 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title | Seismic Mitigation Effect of Lever-Type Lead Viscoelastic Node Dampers |
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