• 한국철도학회지
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• 제6권2호
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• pp.9-18
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• 2003

This paper discuss advanced safety in the railway signaling system. The specified methods and HAZOP about Hazard identification and analysis of railway signalling system were studied, and loss analysis and ALARP model in order to calculate safety as a standard capacity were proposed. It was also resulted from Hazard identification, analysis and evaluation by applying advanced safety to the railway signalling system.

• 한국방재학회지
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• 제6권3호
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• pp.143-150
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• 2006

• 한국방재학회지
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• 제6권4호통권23호
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• pp.117-125
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• 2006

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2006년도 공동학술대회 논문집
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• pp.247-252
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• 2006

지진위험평가를 위해 감쇄함수의 민감도를 분석하였으며 FEMA(USA)에 의해 개발된 HAZUS software를 사용하였다. 시나리오 지진은 과거 1978년 홍성지역에서 발생된 피해지진을 감안하여 홍성군지역 내에서 $M_w$ 6.0으로 설정하였으며 연구지역은 충남 보령시를 대상으로 지진피해를 평가하였다. 지진위험평가시 감쇄함수를 3가지로 분류하여 수행한 결과 여러 유형의 건물에서 지진피해에 많은 영향이 있다는 것을 확인할 수 있었다. 따라서 감쇄함수는 지진위험평가에 있어서 매우 중요한 요소라 판단된다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.717-723
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• 2011

When the Balise(the device to transmit information between the on-board equipment and the wayside equipment) failure occurs, it may not be able to transmit data(Telegram) required for the train running. And in some cases, it may be able to cause an accident. Therefore, both the Balise failure affecting train safety running and the hazard in accordance with Balise failure require some activities to establish them. General failure mode & hazard analysis associated with the Balise are described in UNISIG SUBSET-036 spec & UNISIG SUBSET-088 spec. And, with reference to these specifications, safety activities are being performed. In recent domestic railway, the train control system applying ETCS(European Train Control System) Level 1, 2 is being serviced and is being planned, and as part of this system, the Balise is being applied. The design-method of the Balise device for each manufacturer are different, therefore the Balise failure mode & failure rate are different, either. But the functionalities & transmission-data format(Telegram) of the Balise in ETCS Level 1, 2 application for each manufacturer are identical. Accordingly, the hazard caused by function-fail can be identical, either. In order to establish these hazard, in this paper, we analyzed the detailed functions of the Balise. And we analyzed the Balise failure types & failure effects in accordance with the detailed functions.

• 한국가스학회지
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• 제10권4호
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• pp.63-69
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• 2006

대기오염의 저감을 위한 천연가스자동차의 보급으로 LNG 및 CNG 충전소의 보급도 늘어나고 있는 추세이다. 하지만 1998년 부천 LPG 충전소의 화재 폭발사고와 같은 대형가스사고 때문에 충전소의 설치는 많은 어려움을 겪고 있다. 따라서 본 연구에서는 LCNG/LNG 복합충전소를 연구대상으로 선정하고 현장방문을 통하여 정성적 위험성평가를 수행하였고, 위험성감소방안(권고사항)을 제시하였다. K-PSR을 이용한 정성적 위험성평가 수행결과 누출에 의한 잠재위험성이 가능 크게 나타났으며, 특히 탱크로리에서 LNG 저장탱크로의 하역작업 중 LNG의 누출에 의한 위험성이 가장 크게 나타났다.

• Nuclear Engineering and Technology
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• 제47권1호
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• pp.59-65
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• 2015

Background: After the Fukushima accident, the importance of hazard analysis for extreme external events was raised. Methods: To analyze typhoon-induced hazards, which are one of the significant disasters of East Asian countries, a statistical analysis using the extreme value theory, which is a method for estimating the annual exceedance frequency of a rare event, was conducted for an estimation of the occurrence intervals or hazard levels. For the four meteorological variables, maximum wind speed, instantaneous wind speed, hourly precipitation, and daily precipitation, the parameters of the predictive extreme value theory models were estimated. Results: The 100-year return levels for each variable were predicted using the developed models and compared with previously reported values. It was also found that there exist significant long-term climate changes of wind speed and precipitation. Conclusion: A fragility analysis should be conducted to ensure the safety levels of a nuclear power plant for high levels of wind speed and precipitation, which exceed the results of a previous analysis.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2016년도 춘계학술대회
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• pp.404-406
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• 2016

해양시추시스템에 대한 국산화과정을 통해 안전성 확보가 중요한 현안으로 부각되고 있다. 이에 따라 해양시추시스템의 각 개발공정에 대한 단계별 안전성 분석 수행이 의무화되고 있다. 위험과 운전분석은 화학공장과 같은 산업에서 시스템 안전성 분석을 위해 성공적으로 사용되었던 기법이다. 이 위험과 운전분석 Study를 통해 공정에 따른 단계별 안전성 분석을 수행을 위해 해양시추시스템의 한분야인 LP Mud System에 위험과 운전분석을 수행하였다.

• 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.

• 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.