STRUCTURAL ANALYSIS OF 420 kV POLYMER-HOUSED SURGE ARRESTER, 1-9.

Konthedath M.M. Muneer, Neelam Tiwari, Supak Pore, Manish C. Gupta, and Mandava M. Rao

View Full Paper

References

  1. [1] K.H. Nay, Analysis and design selection of lightning arresterfor distribution substation, World Academy of Science, Engi-neering and Technology, 48, 2008, 174–178.
  2. [2] E. Fujasaki, S. Takhirov, Q. Xie, and K.M. Mosalam, Seismicvulnerability of power supply: Lessons learned from recentearthquakes and future horizons of research, Proc. 9th Interna-tional Conference on Structural Dynamics (ICSD), EURODYN2014, Portugal.
  3. [3] S. Li, H.H. Tsang, Y. Cheng, and Z. Lu, Considering seismicinteraction effects in designing steel supporting structure forsurge arrester, Journal of Constructional Steel Research, 132,2017, 151–163.
  4. [4] S. Li, Y. Cheng, Z. Lu, Z. Zhu, and M. Zhong, Seismicperformance study of composite insulator assembled in 1000 kVcapacitor voltage transformer by quasi-static test and shakingtable test”, 16th World Conference on Earthquake Engineering(WCEE), No. 946, Santiago Chile, 2017.
  5. [5] R.K. Mohammadi, V. Akrami, and F. Nikfar, Dynamic proper-ties of substation support structures, Journal of ConstructionalSteel Research, 125, 2019, 173–178.
  6. [6] IEEE-693, Recommended Practice for Seismic Design of Sub-stations (New York: IEEE, 2005).
  7. [7] M.A. Moustafa and K.M. Mosalam, Structural performance ofporcelain and polymer post insulators in high voltage electricalswitches, Journal of Performance of Constructed Facilities,30(5), 2016.
  8. [8] A.S. Whittaker, G.L. Fenves, and A.S.J. Gilani, Seismicevaluation and analysis of high voltage substation dis-connect switches, Engineering Structures, 29(12), 2007,3538–3549.
  9. [9] S. Li, H.H. Tsang, Y. Cheng, and Z. Lu, Effects of sheds &cemented joints on seismic modelling of cylindrical porcelainelectrical equipment in substations, Earthquakes & Structures,12(1), 2017, 55–65.
  10. [10] H. Chang, X. Qiang, Y. Zhenyu, and X. Sontago, Seismicperformance evaluation and improvement of ultra-high voltagewall bushing-valve hall system, Journal of Constructional SteelResearch, 154, 2019, 123–133.
  11. [11] N. Ullah, S.M. Ali, R. Shahzad, and F. Khan, Seismic qual-ification and time history shake table testing of high volt-age surge arrester under seismic qualification level moderate,Cogent Engineering, 5, 2018.
  12. [12] ANSYS Elements Reference, Release 17.0.
  13. [13] S. Li, H.H. Tsang, Y. Cheng, and Z. Lu, Seismic testingand modelling of cylindrical electrical equipment with GFRPcomposite insulators, Composite Structures, 194, 2018, 454–567.
  14. [14] R.K. Mohammadi, F. Nikfar, and V. Akrami, Estimation ofrequired slack for conductors connecting substation equipmentsubjected to earthquake, IEEE Transactions on Power Delivery,27(2), 2012, 709–717.
  15. [15] IS 875 (Part 3): 2015 Code of Practice- Design Loads forBuildings and Structures, BIS, New Delhi.
  16. [16] IS 1893 (Part 4): 2015 Criteria for Earthquake ResistantDesign of Structures – Industrial Structures Including Stack-Like Structures, Bureau of Indian Standards, New Delhi.
  17. [17] V.S. Brito, G.R.S. Lira, E.G. Costa, and M.J.A. Maia, A wide-range model for metal-oxide surge arrester, IEEE Transactionson Power Delivery, 33(1), 2018, 102–109.

Important Links:

Go Back