한국지진공학회논문집 (Journal of the Earthquake Engineering Society of Korea)

  • 제21권1호
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  • Pages.31-39
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  • 2017
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  • 1226-525X(pISSN)
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  • 2234-1099(eISSN)
한국지진공학회 (Earthquake Engineering Society of Korea)
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우리나라 건축물 설계 스펙트럼에 상응하는 지진규모와 진앙거리의 추정

Estimation of Earthquake Magnitude-Distance Combination Corresponding to Design Spectrum in Korean Building Code 2016

  • 정기현 (고려대학교 건축사회환경공학부) ;
  • 이한선 (고려대학교 건축사회환경공학부) ;
  • 황경란 (고려대학교 건축사회환경공학부)
  • Jeong, Gi Hyun (School of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Lee, Han Seon (School of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Hwang, Kyung Ran (School of Civil, Environmental and Architectural Engineering, Korea University)
  • 투고 : 2016.01.18
  • 심사 : 2016.11.24
  • 발행 : 2017.01.01
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초록

In this study, to estimate the combination of earthquake magnitude ($M_w$) and distance (R) corresponding to the design spectrum defined in Korean Building Code (KBC) 2016, the response spectra predicted from the attenuation relationships with the variation of $M_w$ (5.0~7.0) and R (10~30km) are compared with the design spectrum in KBC 2016. Four attenuation relationships, which were developed based on local site characteristics and seismological parameters in Southern Korea and Eastern North America (ENA), are used. As a result, the scenario ground motions represented by the combinations of $M_w$ and R corresponding to the design spectrum for Seoul defined in KBC 2016 are estimated as (1) when R =10 km, $M_w=6.2{\sim}6.7$; (2) when R = 15 km, $M_w=6.5{\sim}6.9$; and (3) when R = 20 km, $M_w=6.7{\sim}7.1$.

키워드

참고문헌

  1. AIK. Architectural Institute of Korea. Korean Building Code, KBC 2016. c2016.
  2. Power M, Chiou B, Abrahamson N, Bozorgnia Y, Shantz T, Roblee C. An overview of the NGA Project. Earthquake Spectra. 2008;24(1):3-21. https://doi.org/10.1193/1.2894833
  3. Chiou B, Darragh R, Gregor N, Silva W. NGA Project Strong-Motion Database. Earthquake Spectra. 2008; 24(1): 23-44. https://doi.org/10.1193/1.2894831
  4. Abrahamson N, Atkinson G, Boore D, Bozorgnia Y, Campbell K, Chiou B, Idriss IM, Silva W, Youngs R. Comparisons of the NGA Ground-Motion Relations. Earthquake Spectra. 2008; 24(1): 45-66. https://doi.org/10.1193/1.2924363
  5. Jo ND, Baag CE. Stochastic Prediction of Strong Ground Motions in Southern Korea. Earthquake Engineering Society of Korea. 2001;5(4): 17-26.
  6. Nakajima M, Choi IK, Ohtori Y, Choun YS. Evaluation of seismic hazard curves and scenario earthquakes for Korean sites based on probabilistic seismic hazard analysis. Nuclear Engineering and Design. 2007;273(3):277-288.
  7. Cornell CA. Engineering seismic risk analysis. Bulletin of the Seismological Society of America. 1968; 58(5): 1583-1606.
  8. USGS (U.S. Geological Survey) Official Website [Internet]. Available from: http://www.usgs.gov/.
  9. McGuire RK. Probabilistic seismic hazard analysis and design earthquakes: closing the loop. Bulletin of the Seismological Society of America. 1995; 85(5): 1275-1284.
  10. Choi IK, Nakajima M, Choun YS, Yun KH. Study on the Scenario Determining Methods Based on the Probabilistic Seismic Hazard Analysis. Earthquake Engineering Society of Korea. 2004; 8(6): 23-29.
  11. International Code Council, Building Officials, and Code Administrators. International Building Code, IBC 2015. Dearborn Trade Publishing, c2015.
  12. CEN. Comite European do Normalisation, Brusells. Eurobpean Standard EN 1998-1:2004 Eurocode 8: Design of Structures for Earthquake Resistance, part 1: General rules, seismic actions and rules for buildings. c2004.
  13. Chopra AK. Dynamic of Structures Vol. 3. New Jersey: Prentice Hall, c2007. 876 p.
  14. Jo ND, Baag CE, Estimation of Spectrum Decay Parameter $\chi$ and Stochastic Prediction of Strong Ground Motions in Southeastern Korea. Earthquake Engineering Society of Korea. 2003;7(6):59-70.
  15. Campbell KW. 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. 2003; 93(3): 1012-1033. https://doi.org/10.1785/0120020002
  16. Boore DM, Atkinson GM. Ground-Motion Prediction Equations for the Average Horizontal Component of PGA, PGV, and 5%-Damped PSA at Spectral Periods between 0.01 s and 10.0 s. Earthquake Spectra. 2008; 24(1): 99-138. https://doi.org/10.1193/1.2830434
  17. Pezeshk S, Zandieh A, & Tavakoli B. Hybrid Empirical Ground-Motion Prediction Equations for Eastern North America Using NGA Models and Updated Seismological Parameters. Bulletin of the Seismological Society of America. 2011; 101(4): 1859-1870. https://doi.org/10.1785/0120100144
  18. Kang, SY, Kim KH, Suk BC, Yoo HS. Attenuation Relations in Hazus for Earthquake Loss Estimations in Korea. Earthquake Engineering Society of Korea. 2007; 11(6): 15-21 https://doi.org/10.5000/EESK.2007.11.6.015
  19. Yun KH, Park DH, Choi WH, Chang CJ, Lee DS, Development of site-specific ground-motion attenuation relations for Nuclear Power Plant sites and study on their characteristics, Earthquake Engineering Society of Korea fall workshop;Mokpo. 2005 Sep; 23-24:418-430.