국내외 판내부 지진기록을 이용한 한국 표준수평설계스펙트럼의 개발
Development of Korean Standard Horizontal Design Spectrum Based on the Domestic and Overseas Intra-plate Earthquake Records
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초록
The design spectrum for Korea, which is known to belong to an intra-plate region, is developed from the ground motion records of the earthquakes occurred in Korea and overseas intra-plate regions. The horizontal spectrum is defined as geometric mean spectrum, GMRotI50. From the statistical analysis of the geometric mean spectra, a mean plus one standard deviation spectrum in lognormal distribution is obtained. Regression analysis is performed on this curve to determine the shape of spectrum including transition periods. The developed design spectrum is valid for the estimation both spectral acceleration and displacement.
Abstract
The design spectrum for Korea, which is known to belong to an intra-plate region, is developed from the ground motion records of the earthquakes occurred in Korea and overseas intra-plate regions. The horizontal spectrum is defined as geometric mean spectrum, GMRotI50. From the statistical analysis of the geometric mean spectra, a mean plus one standard deviation spectrum in lognormal distribution is obtained. Regression analysis is performed on this curve to determine the shape of spectrum including transition periods. The developed design spectrum is valid for the estimation both spectral acceleration and displacement.
참고문헌 (25)
- Seismic hazard and Risk Analysis, "McGuire RK", Earthquake Engineering Research Institute, 221~, pp.EERI Monograph MNO-10 (2004)
- Nakamura Y, "Real-Time Information Systems for Hazard Mitigation", 11th World Conference on Earthquake Engineering (1996)
- Hartzell SH, "Earthquake Aftershocks as Green's Functions", Geophysical Research Letters, 5(1), pp.1~4 (1978)
- Kamae K, "A Technique for Simulating Strong Ground Motion Using Hybrid Green’s Functions", Bulletin of the Seismological Society of America, 88(2), pp.357~367 (1998)
- Mueller CS, "Source Pulse Enhancement by Deconvolution of an Empirical Green's Function", Geophysical Research Letters, 12(1), pp.33~36 (1985)
- Kanamori H, "A Semi-Empirical Approach to Prediction of Long-Period Ground Motions from Great Earthquakes", Bulletin of the Seismological Society of America, 69(6), pp.1645~1668 (1979)
- Irikura K, "Semi-empirical Estimation of Strong Ground Motions During Large Earthquakes", Bull. Disast. Prev. Res. Inst., 33-2(298), pp.63~104 (1983), Kyoto Univ
- Imagawa K, "Analytical and Semi-Empirical Synthesis of Near-Field Seismic Waveforms for Investigating the Rupture Mechanism of Major Earthquakes", J. Phys. Earth, 32, pp.317~338 (1984)
- Mikumo T, "Numerical Modeling of Realistic Fault Rupture Processes" (1987), ACADEMIC PRESS, INC
- Boore DM, "Stochastic Simulation of High-frequency Ground Motions Based on Seismological Models of the Radiated Spectra", Bulletin of the Seismological Society of America, 73(6A), pp.1865~1894 (1983)
- Boore DM, "Simulation of Ground Motion Using the Stochastic Method", Pure and Applied Geophysics, 160, pp.635~676 (2003)
- Jo ND, "Stochastic Prediction of Strong Ground Motions in Southern Korea", Earthquake Engineering Society of Korea, 5(4), pp.17~26 (2001)
- 조남대, "한반도 남동부에서 부지효과를 고려한 스펙트럼 감쇠상수 추정 및 강지진동의 추계학적 모사", 한국지진공학회논문집, 7(6), pp.59~70 (2003), 한국지진공학회
- Jung-Goo Junn, "Stochastic prediction of ground motions in southern Korea", Geosciences Journal, 6(3), pp.203~214 (2002), 한국지질과학협의회
- Kenneth W, "NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5% Damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10 s", Earthquake Spectra, 24(1), pp.139~171 (2008)
- Boore DM, "Abrahamson NA. Orientation-Independent Measures of Ground Motion", Bulletin of the Seismological Society of America, 96(4A), pp.1502~1511 (2006)
- Comité Européen de Normalisation, "Eurocode 8: Design of Structures for Earthquake Resistance, Part 1: General Rules. Seismic Actions and Rules for Buildings", Comité Européen de Normalisation, ~ (2004)
- Standards Association of Australia, "AS1170.4 Minimum design loads on structures:Part 4: Earthquake Loads - AS1170.4 and Commentary", ~ (2007)
- "Domestic Earthquake List"[URL]
- American Society of Civil Engineers, "Minimum Design Loads for Buildings and Other Structures", pp.207~209 (2010)
- Davenport WB Jr, "Probability and random processes: an introduction for applied scientists and engineers", pp.542~ (1970), McGraw-Hill
- Newmark NM, "Earthquake Spectra and Design", pp.103~ (1982), Earthquake Engineering Research Institute
- The Research of Seismic Design Code(Ⅱ), "EESK", Ministry of Construction and Transportation, 37~ (1997)
- BSSC, "NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures (FEMA 450) Part 1: Provisions, Part 2: Commentary", Federal Emergency Management Agency, ~ (2003)
- BSSC, "NEHRP Recommended Seismic Provisions for New Buildings and Other Structures (FEMAP-750)", Federal Emergency Management Agency, 86~ (2009)