• 한국지진공학회논문집
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• 제2권3호
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• pp.13-26
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• 1998

In view of the rapid development of economics and technology, perilous meteorological and geological conditions often cause natural disasters and result in severe loss of lives and properties in Taiwan. To promote multi-hazard mitigation strategies in an integrated a, pp.oach, the National Science Council established a National Science and Technology Program for Disaster Mitigation in January 1998. This program emphasizes on the implementation of research results in the National Disaster Management System. This paper describes the earthquake loss estimation methodology that is currently developed in Taiwan. Topics of potential earth science hazards (PESH) and building vulnerability analysis are described in detail.

• 한국방재학회 논문집
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• 제6권3호
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• pp.1-8
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• 2006

지진 지역계수는 역사지진과 계기지진의 기록을 기초로 한 지진의 지역성이 고려된 지역적 지진특성을 고려하여 평가되어진다. 본 연구는 국내 지진자료의 분석을 통해 지역별 지진발생 특성을 정리하고 국내의 지진환경 특성을 검토하여 지진지역 계수 설정을 위한 기초 자료의 제공을 목적으로 한다. 이 연구를 통해 역사지진과 계기지진에 각각의 특성을 정리하였고 이를 비교하여 우리나라의 지진발생 특성에 대한 기초 자료를 얻을 수 있었다.

• Earthquakes and Structures
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• 제13권4호
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• pp.365-375
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• 2017

Seismic risk management has two main technical aspects: to recommend the construction of high-performance buildings and other structures using earthquake-resistant designs or evaluate existing ones, and to prepare emergency plans using realistic seismic scenarios. An overview of seismic risk assessment methodologies in Croatia is provided with details regarding the components of the assessment procedures: hazard, vulnerability and exposure. For Croatia, hazard is presented with two maps and it is expressed in terms of the peak horizontal ground acceleration during an earthquake, with the return period of 95 or 475 years. A standard building typology catalogue for Croatia has not been prepared yet, but a database for the fourth largest city in Croatia is currently in its initial stage. Two methods for earthquake vulnerability assessment are applied and compared. The first is a relatively simple and fast analysis of potential seismic vulnerability proposed by Croatian researchers using damage index (DI) as a numerical value indicating the level of structural damage, while the second is the Macroseismic method.

• 한국지진공학회논문집
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• 제2권3호
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• pp.111-119
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• 1998

This paper reports a part of research work on earthquake resistance consideration in regions of moderate seismicity, which is being carried out in the Department of Civil Engineering, Hong Kong University of Science & Technology. The possible seismic hazard in Hong Kong, which is located in a region of moderate seismicity, is described. A case study is presented to compare the wind and earthquake effects on Hong Kong buildings and to assess whether seismic analysis and desing is necessary for building structure. Potential problems of reinforced concrete buildings under earthquake effects in regions of moderate seismicity are discussed.

• 한국방재학회 논문집
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• 제6권2호
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• pp.61-68
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• 2006

지진 매개변수에 의해 지진해일의 초기 수면형상이 결정된다. 본 연구에서는 해저지진에 의해 발생하는 지진해 일의 초기 수면형상의 변화에 대한 지진 매개변수의 영향을 연구한다. 대상 지진해일은 지난 수십 년 동안 우리나라에 가장 큰 피해를 입힌 1983년 동해 중부 지진해일이다. 지진 매개변수 중에서는 strike angle(${\theta}$)이 초기수면형상에 가장 큰 영향을 주었다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.141-150
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• 2000

In this study liquefaction hazard potential was assessed by modified Seed and Idriss method and maps of liquefaction hazard potential utilized by LPI(Liquefaction Potential Index) and FE(Equivalent Liquefaction Factor of Safety) were constructed in two dimensional space, Comparisons of liquefaction hazard maps assessed by LPI and FE are represented to verify the FE method proposed in this study. Based on the results of comparing liquefaction hazard map using LPI and FE there is similar distribution trend of zonation indices. from the result of comparison of liquefaction hazard maps of FE base using Hachinohe and ofunato PGA(Peak ground Acceleration) data at one site of port and harbor in Korea the values of FE in liquefaction hazard map using Hachinohe data are underestimated. And in the view of quantitative analysis FE is more convenient than LPI because types of results from FE are factor of safety that widely used in geotechnical practice and aseismic design standard for port and harbor in Korea.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1998년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Spring 1998
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• pp.413-420
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• 1998

In this paper, two methods, Stepp's and EQHAZARD, are introduced and applied to a recent earthquake catalog for the entire Korean Peninsula that can estimate the seismicity by incorporating the incompleteness of the earthquake catalog. EQHAZARD method, different from Stepp's method in that it used priori information besides the assumption of stationary Poisson process of the earthquakes, produces the higher seismicity rate for the smaller earthquakes. EQHAZARD method are also used to estimated the incompleteness of the recent earthquake catalog for the southern part of the Korean Peninsula in terms of the Probability of Activity for the specified earthquke magnitude classes and time periods. It is believed that the Probability of Activity thus obtained can be used as a strong priori information in estimating the seismicity for a seismic source within the region where there are not enough earthquakes detected. Finally, it is demonstrated that the arbitrary selection of the methods. of incompleteness analysis brings quite different seismic hazard results, which suggests the need to employ a rigid quantitative method for incompleteness analysis in estimating the seismicity parameters in order to reduce the uncertainty in the Seismic Hazard Results with the EQHAZARD method being one of the competent practical alternatives.

• Earthquakes and Structures
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• 제18권2호
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• pp.223-231
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• 2020

Due to the fact that Bingöl province is at the intersection of the North Anatolian Fault and the Eastern Anatolian Fault, the seismicity of the region is important. In this study, probabilistic seismic hazard analyzes (PSHA) were conducted to cover the boundaries of Bingöl province. It occurred since 1900, the seismicity of the region was obtained statistically by considering the earthquake records with a magnitude greater than 4 and the Gutenberg-Richter correlation. In the study, magnitude-frequency relationship, seismic hazard and repetition periods were obtained for certain time periods (10, 20, 30, 40, 50, 75 and 100 years). Once a project area determined in this study, which may affect the peak ground acceleration according to various attenuation relationships are calculated and using the Turkey Earthquake Hazard Map, average acceleration value for Bingöl province were determined. As a result of the probabilistic seismic hazard analysis, the project earthquakes with a probability of exceeding 50 years indicate that the magnitude of the project earthquake is 7.4 and that the province is in a risky area in terms of seismicity. The repetition periods of earthquakes of 6.0, 6.5, 7.0 and 7.5 are 42, 105, 266 and 670 years respectively. Within the province of Bingöl; the probability of exceeding 50 years is 2%, 10% and 50%, while the peak ground acceleration values are 1.03 g, 0.58 g and 0.24 g. As a result, probabilistic seismic hazard analysis shows that the seismicity of the region is high and the importance of considering the earthquake effect during construction is emphasized for this region.

• 한국방재학회 논문집
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• 제8권6호
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• pp.73-79
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• 2008

경제규모의 증가, 산업화, 도시화 등은 결과적으로 우리국민의 잠재적 지진 위험 증가를 야기하였다. 최근에는 비록 우리나라에서 지진으로 인한 인명과 재산의 손실이 미비했지만, 과거 문헌 기록을 보면 우리나라에서도 대규모 피해를 야기한 지진이 발생한 바 있었으므로, 향후 피해를 유발할 수 있는 지진발생 가능성을 간과할 수는 없다. 현재의 과학기술력으로는 단기 지진 예보가 불가능함을 고려할 때 지진재해 저감을 위하여 취할 수 있는 대비책의 하나로써 지진조기경보체계 확립의 중요성이 점차 증가하고 있다. 지진조기경보체계 확립의 취지는 지진발생 후 강진동이 시작하기 전 수 초 혹은 수십 초의 지진대비시간을 확보하고 미리 계획된 조치를 취함으로써 지진재해를 저감하는 것이다. 본 논문에서는 신속한 지진 발생위치 결정을 위하여 진원 부근 2개의 지진 관측소에서 확보한 초동 도착시간과 주변의 다른 관측소에서는 아직 초동이 관측되지 않았다는 사실을 이용한다. 우리나라 내륙 및 주변해역에서 발생한 주요 지진의 신속한 진앙 위치결정에 이 기술을 적용하였다. 관측소 외부에서 지진이 발생할 경우 이 기술로는 효과적인 지진위치의 결정이 어렵지만, 관측망 내부에서 지진이 발생할 경우 본 기술을 이용하여 지진의 위치를 신속히 결정 할 수 있다. 수도권의 경우 $10{\sim}50$초의 지진대비시간을 확보할 수 있을 것으로 예상되며, 주어진 시간 내에 사전 준비된 조치를 취함으로써 유사시 지진재해저감에 크게 기여할 것이다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.431-438
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• 2002

Reclaimed coastal areas for the construction of ports and harbors are in general subjected to strong possibility of liquefaction. In this research, a new method for liquefaction hazard microzonation based on liquefaction settlements was developed. Severity of liquefaction hazard was defined by liquefaction settlements obtained from the method proposed by Tokimatsu and Seed. 10 coastal areas, representing typical geological and geotechnical characteristics of Korean ports and harbors, and 3 real earthquake records for site response analysis were selected. From this research, liquefaction settlement criteria is adapted as a new quantitative index for the liquefaction hazard microzonation. Liquefaction settlements were also compared with LPI (Liquefaction Potential Index), obtained from the assessment of liquefaction potential based on the modified Seed and Idriss's method. As an example, 2 and 3 dimensional liquefaction hazard microzonations of Pusan port and harbor area were mapped by overlapped liquefaction settlement contours.