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Development of Korean Design Spectrum Based on the Domestic and Overseas Intra-plate Earthquake Records : 국내외 판내부 지진기록을 이용한 한국 설계스펙트럼의 개발

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dc.contributor.advisor김호경-
dc.contributor.author허태민-
dc.date.accessioned2018-05-29T03:07:02Z-
dc.date.available2018-05-29T03:07:02Z-
dc.date.issued2018-02-
dc.identifier.other000000150730-
dc.identifier.urihttps://hdl.handle.net/10371/141317-
dc.description학위논문 (석사)-- 서울대학교 대학원 : 공과대학 건설환경공학부, 2018. 2. 김호경.-
dc.description.abstractIn this study, the standard 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 domestic and overseas intra-plate regions. The horizontal spectrum is defined as GMRotI50. From the statistical analysis of the GMRotI50 and the vertical response 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 the design spectrum. The developed design spectrum is valid for the estimation both spectral acceleration and displacement. The ratio of vertical to horizontal response spectrum for each record is calculated. Statistical analysis of the ratios rendered the vertical to horizontal ratio (V⁄H ratio). Subsequently the ratio between the peak vertical ground acceleration to the horizontal one is obtained.
On September 12, 2016, Gyeongju earthquake and November 15, 2017, Pohang earthquake occurred. Its local magnitude was announced to be 5.8 and 5.4, respectively. Ground motion data recorded at KMA, EMC, KERC stations was obtained from the database of them. Applying the same procedure, horizontal and vertical response spectra, and V⁄H ratio were calculated.
These results were compared with the standard design spectra, which were newly developed in this study. The response spectra of Gyeongju and Pohang earthquakes were found to be almost identical with the newly proposed design spectra. Even the V⁄H ratios showed proper agreement. These results confirmed that the method adopted when developing the standard design spectra were valid and the developed design spectra were reliable.
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dc.description.tableofcontents1. Introduction 1
2. List of the Earthquake Records 5
2.1. Domestic and Overseas Intra-plate Records 5
2.2. Gyeongju Earthquake Records 13
2.3. Pohang Earthquake Records 17
3. Analysis Methods and Procedures 20
3.1. GMRotI50 20
3.2. V/H Ratio 24
3.3. Statistical Analysis Methods 25
4. Analysis Results 31
4.1. Horizontal Standard Design Spectrum 31
4.2. Vertical Standard Design Spectrum 36
4.3. V/H Ratio 41
5. Discussion 44
5.1. Comparison with Overseas Seismic Design Code 44
5.1.1. Horizontal Standard Design Spectrum 44
5.1.2. Vertical Standard Design Spectrum 47
5.2. Comparison with Current Korean Seismic Design Code 50
5.2.1. Horizontal Standard Design Spectrum 50
5.2.2. Vertical Standard Design Spectrum 52
5.2.3. Long-period Transition Period 54
5.3. Comparison with Recent Korean Earthquakes 55
5.3.1. Horizontal Standard Design Spectrum 55
5.3.2. Vertical Standard Design Spectrum 57
5.4. Comparison with Horizontal and Vertical Spectrum 59
6. Conclusion 64
7. References 66
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dc.formatapplication/pdf-
dc.format.extent4141138 bytes-
dc.format.mediumapplication/pdf-
dc.language.isoen-
dc.publisher서울대학교 대학원-
dc.subjectStandard design spectrum-
dc.subjectIntra-plate earthquake-
dc.subjectGMRotI50-
dc.subjectHorizontal ground motion-
dc.subjectV⁄H ratio-
dc.subjectVertical ground motion-
dc.subjectGyeongju earthquake-
dc.subjectPohang earthquake-
dc.subject.ddc624-
dc.titleDevelopment of Korean Design Spectrum Based on the Domestic and Overseas Intra-plate Earthquake Records-
dc.title.alternative국내외 판내부 지진기록을 이용한 한국 설계스펙트럼의 개발-
dc.typeThesis-
dc.description.degreeMaster-
dc.contributor.affiliation공과대학 건설환경공학부-
dc.date.awarded2018-02-
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