• Title/Summary/Keyword: 계기진도

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A Fundamental Study on the Database of Response History for Historical Earthquake Records on the Korean Peninsula (한반도 과거 지진기록에 대한 응답이력 데이터베이스 구축 기초 연구)

  • Choi, Inhyeok;Ahn, Jae-Kwang;Kwak, Dongyoup
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.39 no.6
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    • pp.821-831
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    • 2019
  • The 9.12 earthquake (2016.9.12., ML=5.8) and Pohang (2017.11.15., ML=5.4) caused social and economic damage, resulting in a greater public interest in earthquakes than in the past. In the U.S., Japan and Chile, which have high frequency of earthquakes, infrastructure facilities are already managed based on probabilistic seismic hazard analysis (PSHA) and ground motion prediction equation (GMPE) to prepare for and respond to seismic disasters. In South Korea, the aforementioned PSHA and GMPE models have been developed independently through individual researchers. However, the limited disclosure of basic data, calculation methods, and final results created during the model development poses a problem of deploying new data without updating the earthquake that occurs every year. Therefore, this paper describes how to create flatfile, which is the basic data of GMPE, and how to process for seismic waves, and how to create intensity measures.

Development of Empirical Fragility Function for High-speed Railway System Using 2004 Niigata Earthquake Case History (2004 니가타 지진 사례 분석을 통한 고속철도 시스템의 지진 취약도 곡선 개발)

  • Yang, Seunghoon;Kwak, Dongyoup
    • Journal of the Korean Geotechnical Society
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    • v.35 no.11
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    • pp.111-119
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    • 2019
  • The high-speed railway system is mainly composed of tunnel, bridge, and viaduct to meet the straightness needed for keeping the high speed up to 400 km/s. Seismic fragility for the high-speed railway infrastructure can be assessed as two ways: one way is studying each element of infrastructure analytically or numerically, but it requires lots of research efforts due to wide range of railway system. On the other hand, empirical method can be used to access the fragility of an entire system efficiently, which requires case history data. In this study, we collect the 2004 MW 6.6 Niigata earthquake case history data to develop empirical seismic fragility function for a railway system. Five types of intensity measures (IMs) and damage levels are assigned to all segments of target system for which the unit length is 200 m. From statistical analysis, probability of exceedance for a certain damage level (DL) is calculated as a function of IM. For those probability data points, log-normal CDF is fitted using MLE method, which forms fragility function for each damage level of exceedance. Evaluating fragility functions calculated, we observe that T=3.0 spectral acceleration (SAT3.0) is superior to other IMs, which has lower standard deviation of log-normal CDF and low error of the fit. This indicates that long-period ground motion has more impacts on railway infrastructure system such as tunnel and bridge. It is observed that when SAT3.0 = 0.1 g, P(DL>1) = 2%, and SAT3.0 = 0.2 g, P(DL>1) = 23.9%.

Analysis of Intensity Attenuation Characteristics Using Physics-based Earthquake Ground-motion Simulation with Site Effect in the Southern Korean Peninsula (한반도 남부에서 부지효과를 고려한 물리적 지진동 모델링 기반 진도 감쇠 특성 분석 연구)

  • An, So Hyeon;Kyung, Jai Bok;Song, Seok Goo;Cho, Hyung-Ik
    • Journal of the Korean earth science society
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    • v.41 no.3
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    • pp.238-247
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    • 2020
  • This study simulated strong ground motion waveforms in the southern Korean Peninsula, based on the physical earthquake modeling of the Southern California Earthquake Center (SCEC) BroadBand Platform (BBP). Characteristics of intensity attenuation were investigated for M 6.0-7.0 events, incorporating the site effects. The SCEC BBP is software generates broadband (0-10 Hz) ground-motion waveforms for earthquake scenarios. Among five available modeling methods in the v16.5 platform, we used the Song Model. Approximately 50 earthquake scenarios each were simulated for M 6.0, 6.5, and 7.0 events. Representative metrics such as peak ground acceleration (PGA) and peak ground velocity (PGV) were obtained from the synthetic waveforms that were simulated before and after the consideration of site effects (VS30). They were then empirically converted to distribution of instrumental intensity. The intensity that considers the site effects is amplified at low rather than high VS30 zones.

An Analysis of the Fault Plane Solution and Intensity on the Iksan Earthquake of 22 December 2015 (2015년 12월 22일 발생한 익산지진의 단층면해와 진도 분석)

  • Kim, Jin-Mi;Kyung, Jai Bok;Kim, Kwang-Hee
    • Journal of the Korean earth science society
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    • v.38 no.7
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    • pp.561-569
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    • 2017
  • Fault plane solutions of the Iksan earthquake ($M_L=3.85$) and two aftershocks were obtained using the FOCMEC (FOCal MEChanism determination) program. The main event showed the characteristic of strike slip faulting with reverse component. It has the fault planes with NE-SW or NW-SE direction. This is similar to the fault characteristics of earthquake pattern in the inland area of the Korean Peninsula. In order to detect micro-earthquake events, continuous seismic waveform data of the thirteen seismic stations within a radius of 100km from epicenter were analyzed by PQLII program (PASSCAL, 2017) for the period from December 15, 2015 to January 22, 2016. The epicenters of nineteen micro-events were newly determined by Hypoinverse-2000 program. They are not concentrated along some lineaments or fault lines. The intensity of the Iksan earthquake was obtained by estimating the telephone inquiries, the degree of ground shaking or damage all around the southern peninsula. The instrumental intensity was also obtained using PGA (Peak Ground Acceleration) records. As a result, the maximum MM intensity was estimated to be V near the epicenter.

Application of the JMA instrumental intensity in Korea (일본 기상청 계측진도의 국내 활용)

  • Kim, Hye-Lim;Kim, Sung-Kyun;Choi, Kang-Ryong
    • Journal of the Earthquake Engineering Society of Korea
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    • v.14 no.2
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    • pp.49-56
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    • 2010
  • In general, the seismic intensity deduced from instrumental data has been evaluated from the empirical relation between the intensity and the PGA. From the point of view that the degree of earthquake damage is more closely associated with the seismic intensity than with the observed PGA, JMA developed the instrumental seismic intensity (JMA instrumental intensity) meter that estimate the real-time seismic intensity from the observed strong motion data to obtain a more correct estimate of earthquake damage. The purpose of the present study is to propose a practical application of the JMA instrumental intensity in Korea. Since the occurrence of strong earthquakes is scarce in the Korean Peninsula, there is an insufficiency of strong motion data. As a result, strong motion data were synthesized by a stochastic procedure to satisfy the characteristics of a seismic source and crustal attenuation of the Peninsula. Six engineering ground motion parameters, including the JMA instrumental intensity, were determined from the synthesized strong motion data. The empirical relations between the ground motion parameters were then analyzed. Cluster analysis to classify the parameters into groups was also performed. The result showed that the JMA acceleration ($a_0$) could be classified into similar group with the spectrum intensity and the relatively distant group with the CAV (Cumulative Absolute Velocity). It is thought that the $a_0$ or JMA intensity can be used as an alternative criterion in the evaluation of seismic damage. On the other hand, attenuation relation equations for PGA and $a_0$ to be used in the prediction of seismic hazard were derived as functions of the moment magnitude and hypocentral distance.

연안VTS 효율적 운영방안에 관한 연구

  • Kim, Yeong-Seup;Kim, Nam-Sik;Lee, Chan-Haeng
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2012.06a
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    • pp.191-193
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    • 2012
  • 2007년 12월 충남 태안에서 발생한 허베이스피리트호 유류오염사고를 계기로 총리실 해양오염 관리체계 평가 결과에 따라 국토부 진도 연안VTS 해경 인수 연안VTS 신규 구축업무는 현장 집행세력을 보유한 해경에서 운영함이 타당하다고 결론, 이에 따라 전 연안 해역 효율적 관리를 위해 기존 해경 상황실과 연안VTS 통합운영으로 업무효율을 극대화하기 위함이다.

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Seismicity and the Peak Ground Acceleration Values for Aseismic Designs in Korea (한반도(韓半島)의 지진활동(地震活動)과 동적해석(動的解析)을 위한 최대지반가속도(最大地盤加速度)값의 산정(算定))

  • Yu, Chul Soo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.8 no.1
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    • pp.97-102
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    • 1988
  • The strain release associated with historical and instrumental earthquoke data are analyzed. In addition, the relationship between engineering intensity and cumulative frequency of earthquake occurrence is investigated. Based on the study, a seimic zoning map of the Korean peninsula is constructed. For each seismic zone, a peak ground acceleration value is determined for the aseismic designs of two types of structures. First type is general structures like buildings and the second type is special structures like nuclear power plants.

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A Study on the Quakeproof Top-Base (내진형 팽이말뚝기초에 대한 연구)

  • Park, Sung-Jin;Baek, Joo-Eun;Jeon, Du-Jun
    • Proceedings of the Korean Society of Disaster Information Conference
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    • 2017.11a
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    • pp.229-230
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    • 2017
  • 본 논문에서는 최근 대두되고 있는 지진에 대한 문제를 담고 있다. 우리나라에서는 2016년 발생한 경주지진(진도 5.8)을 계기로 내진설계기준이 한층 강화되고 의무화 되었으며 이로써 내진 성능을 가진 기초 형식이 더욱 필요하게 되었다. 내구성, 경제성, 시공성, 내진 등이 뛰어난 설계기초 공법의 하나로 팽이말뚝 기초공법이 있으나 일반 팽이말뚝기초 공법으로는 지진 시 발생하는 지반 진동으로 인한 구조물 피해를 충분히 감당하기 어렵다. 따라서, 팽이말뚝기초의 장점(경제성, 안정성, 시공성)을 살리면서 구조물과 팽이말뚝 사이에 쇄석층을 두어 진동 전달을 차단하고, 팽이말뚝 상호를 힌지로 연결하여 지반 변형에 따라 유기적으로 변형을 갖게 하고 지반의 지지력 상승과 침하량 감소의 효과를 볼 수 있고 지진시 진동 충격을 흡수하여 지진 시 피해를 줄일 수 있는 내진형 팽이말뚝을 개발하고자 한다.

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The Possibility of Making a Play out of Jindo Ssitgimgut through the Pantomime Empty Hands (무언극 <빈손>을 통해 본 진도씻김굿의 연극화 가능성)

  • Kim, Mi-kyung
    • (The) Research of the performance art and culture
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    • no.18
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    • pp.171-199
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    • 2009
  • This paper started with my effort to find connections between Empty Hands, which was put on the stage at the Mime House in Chuncheon, Gangwon Province, and Jindo Ssitgimgut. The mimist Yu Jin-gyu(58) adopted so many elements from Jindo Ssitgimgut for his performance that I felt that it was the pantomime version of Jindo Ssitgimgut. Of course, the pantomime took the form of gut based on shamanism in terms of story. Watching the pantomime, I once again saw the possibility of developing Korea's cultural archetypes into cultural contents. Helen Lannaghan, the art director of London International Mime Festival of 2005, saw his performance at the conference of Chuncheon International Mime Festival and invited it to the London International Mime Festival praising that it's full of Korean elements, minimalist, and modern at the same time. In fact, Empty Hands, which boasts great harmony among the Korean objet, Oriental thoughts, Samulnori, and Western contemporary mime, was invited to many foreign festivals including the Mimos International Mime Festival in 2000, Polish International Mime Festival in 2001, Mongol's International Mime Festival in 2002, and Belgium's International Mime Festival in 2003. In addition, it's recognized for its artistic values and had a chance to shine in another international setting at the London International Mime Festival whose reputations have been worldwide. All those achievements are the result of Yu's constant effort to reflect Korean elements through his movements. What I saw in his pantomime was the possibility that plays based on Korea's cultural archetypes such as Jindo Ssitgimgut could play an important role as a global content of performance culture. Pursuing the possibility further, I analyzed the factors that brought the worldwide recognition to Empty Hands and searched for the ways to create solid storytelling with Jindo Ssitgimgut and make a huge hit on the international stage. It should be noted once more that the pantomime Empty Hands launched Korea's unique performance culture to the world stage by making great use of the traditional Korean cultural contents.

Seismic Characteristics of Tectonic Provinces of the Korean Peninsula (한반도 주요 지체구조구별 지진학적 특성)

  • Lee, Kie-Hwa;Kim, Jung-Ki
    • Journal of the Korean Geophysical Society
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    • v.3 no.2
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    • pp.91-98
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    • 2000
  • The seismicity of the Korean Peninsula shows a very irregular pattern of strain release typical of the intraplate seismicity. The Korean Peninsula may be divided into several tectonic provinces of differing tectonics. In this analysis, seismicity parameters for each tectonic province are evaluated from historical as well as instrumental earthquake data of the Korean Peninsula to examine the differences in seismic characteristics among tectonic provinces. Statistical analysis of the earthquake data made of incomplete data before the Choseon Dynasty and complete data afterwards reveals that there exist no significant differences in seismic characteristics between the tectonic provinces. It turns out the b-value in the intensity-frequency relation for the whole peninsula is about 0.6 and the maximum earthquake is about MMI X. The results of this study may be used in the probabilistic seismic hazard analysis of the Korean Peninsula and in estimating the design earthquake in earthquake engineering.

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