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조건부 평균 스펙트럼을 적용한 해상풍력 자켓 지지구조물 내진해석

Seismic Analysis of Jacket Substructure of Offshore Wind Turbine Applying Conditional Mean Spectrum

  • 김호선 (한국선급, 연구본부, 선박해양기술센터) ;
  • 윤세웅 (한국선급, 연구본부, 미래기술연구팀) ;
  • 장화섭 (한국선급, 연구본부, 디지털라이제이션팀) ;
  • 곽동엽 (한양대학교, 건설환경공학과)
  • 투고 : 2019.01.29
  • 심사 : 2019.03.12
  • 발행 : 2019.03.31

초록

This study was carried out for the seismic analysis of offshore wind turbines by seismic load. The seismic waves of the ground were selected using Conditional Mean Spectrum (CMS). A total of five seismic waves were selected by searching seismic waves corresponding to CMS calculated from the NGA-East seismic database. The seismic responses of the selected seismic waves were analyzed in order to consider the influence of the soil layer. As a result of the ground response analysis, the seismic response spectrum of the seabed surface was amplified about two to three times compared with the bedrock seismic wave, and the maximum amplification was observed in the natural period of 0.3 second. Seismic analysis of the offshore wind jacket supporting structure was performed using the estimated seismic waves. As a result of the analysis, DRS can be used for conservative design. However, when economic efficiency is taken into account, a large magnitude earthquake wave must be selected.

키워드

과제정보

본 연구는 산업통상자원부(MOTIE)와 한국에너지기술평가원(KETEP)의 지원을 받아 수행한 연구 과제입니다. (No. 20163030024520)

참고문헌

  1. Boore, D. M. and Smith. C. E., 1999, "Analysis of Earthquake Recordings Obtained from the Seafloor Earthquake Measurement System (SEMS) Instruments Deployed off the Coast of Southern California," Bulletin of the Seismological Society of America., Vol. 89, No. 11, pp. 260~274. https://doi.org/10.1785/BSSA0890010260
  2. Platzbecker, M. R., Ehasz, J. P., and Franco, R. J.. 1997, Seafloor Earthquake Measurement System, SEMS IV, SANDIA Report, SAND97-1630.
  3. Chen. B., Wang, D., Li. K, Sun, Z., and Shi, Y., 2015, "Characteristics of Earthquake Ground Motion on the Seafloor, Journal of Earthquake Engineering," Vol. 19, No.6, pp. 874~904. https://doi.org/10.1080/13632469.2015.1006344
  4. Iida, M. and Hatayama, K, 2007, "Effects of Seawater of Tokyo Bay on Short-Period Strong Ground Motion," Bulletin of the Seismological Society of America,, Vol. 97, No. 4,pp. 1324~1333. https://doi.org/10.1785/0120060058
  5. Hatayama. K, 2004, "Theoretical Evaluation of Effects of Sea on Seismic Ground Motion," Proceedings of Thirteenth World Conference on Earthquake Engineering, Vancouver, Canada. paper no. 3229.
  6. Korea Institute of Geoscience and Mineral Resources, 2012, Active Fault Map and Seismic Harzard Map, NEMA-JAYEON-2009-24 (in Korean).
  7. Baker, J. W. and Cornell, C. A., 2006, "Spectral Shape, Epsilon and Record Selection," Earthquake Engineering and Structural Dynamics, Vol. 35, pp. 1077~1095. https://doi.org/10.1002/eqe.571
  8. PEER Ground Motion Database, Available online: https://ngawest2.berkeley.edu/
  9. Boore, D. M., Stewart, J. P., Seyhan, E., and Atkinson, G. M., 2014, "NGA-West2 Equations for Predicting PGA, PGV, and 5% Damped PSA for Shallow Crustal Earthquakes," Earthquake Spectra, Vol 30, No.3, pp. 1057~1085. https://doi.org/10.1193/070113EQS184M
  10. Haselton, C. B., Baker, J. W., Bozorgnia, Y., Goulet, C. A., Kalka, E., Luco, N., Shantz, T., Shame, N., Stewart, J. P., Tothong, P., Watson-Lamprey, J., and Zareian, F., 2009, Evaluation of Ground Motion Selection and Modification Methods: Predicting Median Interstory Drift Response of Buildings, PEER Report 2009/01, Pacific Earthquake Engineering Research Center.
  11. Yun, K. H., Park, D. H., Chang, C. J., and Sim, T. M., 2008, "Estimation of Aleatory Uncertainty of the Ground-Motion Attenuation Relation Based on the Observed Data," Spring Conference of Earthquake Engineering Society of Korea (in Korean.
  12. KEPRI, 2014, Test Bed for 2.5 GW Offshore Wind Farm at Yellow Sea, Interim Design Basis Report (in Korean).
  13. Ministry of Public Safety and Security, 2017, Common Application of Seismic Design Standards (in Korean).
  14. Campbell, K. W., 2003, "Prediction of Strong Ground Motion Using the Hybrid Empirical Method and Its Use in the Development of Ground-Motion (Attenuation) Relations in Eastern North America," Bulletin of the Seismological Society of America, Vol. 93, No.3., pp. 1012~1033. https://doi.org/10.1785/0120020002
  15. Lee, H. S., 2017, "PBEE in a Moderate-Seismicity Region: South Korea," The 2017 World Congress on Advances in Structural Engineering and Mechanics(ASEMI7), Ilsan, Korea (in Korean).
  16. Jeong, G. H., Lee, H. S., and Hwang, K. R., 2017, "Estimation of Earthquake Magnitude-Distance Combination Corresponding to Design Spectrum in Korean Building Code 2016," Journal of the Earthquake Engineering Society of Korea, Vol 21, No.1, pp. 31~39 (in Korean). https://doi.org/10.5000/EESK.2017.21.1.031
  17. Hashash, Y. M. A., Musgrove, M. I., Harmon, J. A, Groholski, D. R., Phillips, C. A., and Park, D., 2016, DEEPSOIL 6.1, User Manual, Board of Trustees of University of Illinois at Urbana-Champaign.
  18. Darendeli, M.B., 2001, Development of a New Family of Normalized Modulus Reduction and Material Damping Curves, Ph. D. Dissertation, University of Texas at Austin.
  19. Hyosung, 2014, Development of Large-scale Offshore Wind Turbine System of 5MW, Final Report (in Korean).
  20. IEC, 2005, Wind Turbine Part 1 : Design Requirements, Normal Turbulence Model, IEC 61400-1 Standard, 3rd Edition, International Electrotechnical Commission.
  21. Ministry of Oceans and Fisheries, 2017, KDS 64 17 00(seismic) (in Korean).