Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Seismic Protection of Structures Equipped with Eddy Current Damper
https://orcid.org/http://orcid.org/0000-0002-9782-4721
https://orcid.org/http://orcid.org/0000-0002-9050-2359
https://orcid.org/http://orcid.org/0000-0002-7600-0520
Eddy Current Dampers (ECDs) have gained significant attention in recent years due to their inherent advantages over traditional mechanical dampers in civil engineering applications. ECDs offer several benefits, including high control over damping capacity, less maintenance requirements, and low cost making them well-suited for seismic mitigation in various civil engineering structures. In this study, the Effect of ECD is evaluated on Single Degree of Freedom (SDOF) Structure subjected to seismic excitations. A numerical study was carried out to determine the response of SDOF structures against seismic excitations. Additionally, a parametric study was also carried out to evaluate the impacts of ECD parameters on the response of the SDOF structures. It was concluded that by using ECD, the dynamic response of the SDOF structure against seismic excitations can be effectively reduced by upto 60%. Further, it was also concluded that the damping capacity and performance range of the ECD also depends upon strength of Permanent Magnets (PMs) and Number of Poles of PMs. These findings underscore the importance of optimizing ECD design parameters to achieve the desired level of seismic mitigation.
Seismic Protection of Structures Equipped with Eddy Current Damper
https://orcid.org/http://orcid.org/0000-0002-9782-4721
https://orcid.org/http://orcid.org/0000-0002-9050-2359
https://orcid.org/http://orcid.org/0000-0002-7600-0520
Eddy Current Dampers (ECDs) have gained significant attention in recent years due to their inherent advantages over traditional mechanical dampers in civil engineering applications. ECDs offer several benefits, including high control over damping capacity, less maintenance requirements, and low cost making them well-suited for seismic mitigation in various civil engineering structures. In this study, the Effect of ECD is evaluated on Single Degree of Freedom (SDOF) Structure subjected to seismic excitations. A numerical study was carried out to determine the response of SDOF structures against seismic excitations. Additionally, a parametric study was also carried out to evaluate the impacts of ECD parameters on the response of the SDOF structures. It was concluded that by using ECD, the dynamic response of the SDOF structure against seismic excitations can be effectively reduced by upto 60%. Further, it was also concluded that the damping capacity and performance range of the ECD also depends upon strength of Permanent Magnets (PMs) and Number of Poles of PMs. These findings underscore the importance of optimizing ECD design parameters to achieve the desired level of seismic mitigation.
Seismic Protection of Structures Equipped with Eddy Current Damper
https://orcid.org/http://orcid.org/0000-0002-9782-4721
https://orcid.org/http://orcid.org/0000-0002-9050-2359
https://orcid.org/http://orcid.org/0000-0002-7600-0520
Eddy Current Dampers (ECDs) have gained significant attention in recent years due to their inherent advantages over traditional mechanical dampers in civil engineering applications. ECDs offer several benefits, including high control over damping capacity, less maintenance requirements, and low cost making them well-suited for seismic mitigation in various civil engineering structures. In this study, the Effect of ECD is evaluated on Single Degree of Freedom (SDOF) Structure subjected to seismic excitations. A numerical study was carried out to determine the response of SDOF structures against seismic excitations. Additionally, a parametric study was also carried out to evaluate the impacts of ECD parameters on the response of the SDOF structures. It was concluded that by using ECD, the dynamic response of the SDOF structure against seismic excitations can be effectively reduced by upto 60%. Further, it was also concluded that the damping capacity and performance range of the ECD also depends upon strength of Permanent Magnets (PMs) and Number of Poles of PMs. These findings underscore the importance of optimizing ECD design parameters to achieve the desired level of seismic mitigation.
Seismic Protection of Structures Equipped with Eddy Current Damper
Lecture Notes in Civil Engineering
Goel, Manmohan Dass (Herausgeber:in) / Biswas, Rahul (Herausgeber:in) / Dhanvijay, Sonal (Herausgeber:in) / Shobhana, Bhargav B. (Autor:in) / Panchal, Vijay R. (Autor:in) / Matsagar, Vasant A. (Autor:in)
Structural Engineering Convention ; 2023 ; Nagpur, India
13.11.2024
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch