Please use this identifier to cite or link to this item: https://hdl.handle.net/10419/243922 
Year of Publication: 
2020
Citation: 
[Journal:] Energy Reports [ISSN:] 2352-4847 [Volume:] 6 [Issue:] 2 [Publisher:] Elsevier [Place:] Amsterdam [Year:] 2020 [Pages:] 497-503
Publisher: 
Elsevier, Amsterdam
Abstract: 
Even in disaster situations like earthquakes, power facilities must maintain their structural stability without losing their own functions. In this study, the seismic performance of a 230 kV outdoor termination, a power facility, was assessed using the shaking table test and finite element analysis. The shaking table test was conducted in accordance with the procedure of IEEE Std. 693-2005, and the finite element model was updated based on the test results. Moreover, two artificial seismic waves were prepared, and seismic response analysis was conducted to examine the influence of low- and high-frequency seismic motions on the 230 kV outdoor termination. The von Mises stresses for the seismic waves were also compared.
Subjects: 
IEEE Std. 693-2005
Outdoor termination
Power facility
Seismic response analysis
Shaking table test
Persistent Identifier of the first edition: 
Creative Commons License: 
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Document Type: 
Article
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