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박종일,Park, Jong Yil 한국군사과학기술학회 2013 한국군사과학기술학회지 Vol.16 No.3
Weapon effect is a key issue throughout the life cycle of weapon systems. Only when weapon effect is considered properly, Effects Based Operation(EBO), Effects Based Acquisition(EBA), and Effects Based Development(EBD) could be possible. Because the transfer of weapon effect technologies is restricted in most foreign counties, independent development is necessary. In this paper, framework of weapon effects calculator for hardened targets is proposed to meet the own development needs. It is designed focusing on running time, validation and expandibility by adoption of modular architecture. Required technologies for each module are identified, and unclassified ones are summarized.
지상 및 지하 구조물 무기효과도 SW Framework
박종일,이성욱,김호수,Park, Jong Yil,Lee, Sung Uk,Kim, Ho Soo 한국전산구조공학회 2014 한국전산구조공학회논문집 Vol.27 No.6
본 논문에서는 견고표적 피해분석 무기효과 계산 SW의 Framework에 대하여 기술하였다. 탄두의 침투이력, 기폭에 의해 발생되는 폭압, 폭압에 의한 구조 및 비구조 구성품 파괴가 이론식 및 경험식을 통해 계산되었다. 또한 사용자의 편의를 위해 손쉬운 UI가 설계되었으며, 각 해석 단계는 모듈화되어 향후 개선 및 보완이 용이하게 하였다. In this paper, framework of weapon effects calculator for hardened targets is presented. Fast running time, validation and easy expandibility are required for weaponeering tools, and these requirements were met by using of physics-based fast-running models or semi-empirical equations for damage prediction and penetrations, and modular architecture. Key concepts and outputs, required functions and corresponding use cases were presented.
Recommendations on Design and Analysis of Protective Structures
박종일,Krauthammer, Theodor,Park, Jong Yil 한국군사과학기술학회 2013 한국군사과학기술학회지 Vol.16 No.5
Defending society against rapidly evolving types of warfare, such as asymmetric warfare, will remain a challenge, at least through the first half of the 21st century. Technology will continue to play a major role in these efforts, and society must develop appropriate innovative theoretical, numerical, and experimental approaches that will lead to a wide range of solutions. This paper is aimed at highlighting challenges that must be overcome to achieve the required objectives.
갱폼 재해의 FTA를 통한 정량적 위험성 산정에 관한 연구
함영종,기정훈,박종일,Ham, Young Jong,Kee, Jung Hun,Park, Jong Yil 한국안전학회 2020 한국안전학회지 Vol.35 No.4
Although gangform has good workability due to the integration of outer wall forms and working platforms, 22 workers were died from 21 gangform related accidents during 2012 to 2016. Quantitative risk assessment is required for evident based prevention measure selection. In this study, based on 52 accident data from 2004 to the first half of 2019, FTA is conducted for probabilities of direct causes and their contribution to accidents. Three stages are considered; gangform installation, dismantling and lifting, and using. The effectiveness of countermeasures is evaluated through minimum cut set, RAW and RRW. Complete assembly of gangform on the ground level, detailed planning, and fall prevention device are suggested as prevention measures for installation, dismantling and lifting, and using stages, respectively.
일방향 철근 콘크리트 슬래브의 폭발 피해 분석을 위한 최적의 비파괴검사법에 관한 연구
이승재,오태근,박종일,김희식,Lee, Seoung-Jae,Oh, Tae-Keun,Park, Jong-Yil,Kim, Hie Sik 한국안전학회 2017 한국안전학회지 Vol.32 No.5
It is necessary to analyze on the compressive strength among material properties of concrete for confirming damages of architectures due to large explosion. A non destructive test is known as the representative methods estimating compressive strength and ultrasonic pulse velocity, rebound hardness test are widely used because of their simplicity, convenience. But combined method supplementing two types is applied at now as they are affected by the characteristics of test specimen. In this research to check damages on the members of structure before and after explosion, the characteristics of compressive strength are compared and analyzed through a real explosion test prior to full scale structures. The test results showed that the larger the TNT powder and the shorter the distance, the greater the decrease in strength before and after the explosion and that the largest displacement and moment for the explosive load and the greatest decrease in the strength at the central part. Due to the surface condition and the thickness variation of the concrete specimens, the standard deviation value is the smallest in the combining method of fusion of the ultrasonic method and rebound hardness method. Thus, the combining method can be one of appropriate methods to evaluate the strength in the reinforced concrete structures damaged by the explosion.
조은선,김민숙,박종일,이영학,Jo, Eunsun,Kim, Min Sook,Park, Jong Yil,Lee, Young Hak 한국전산구조공학회 2014 한국전산구조공학회논문집 Vol.27 No.2
This paper showed the behavior of the material four members under blast load, and are trying to demonstrate the effectiveness of the prestress. The prestressed concrete structures are on the rise, but there is little research in this regard explosion. Concrete panels, Reinforced concrete panels, the prestressed concrete panels, and the prestressed reinforced concrete panels was set variables. TNT 500 kg was an explosion in the distance 3m. Analysis, concrete and reinforced concrete members after an explosion occurred continuously deformed, but the including prestressed panel deformation occurs only at the beginning of the explosion were able to see the results. That is, the including prestressed member is prestressed against blast load cracking and destruction can be seen that control. 본 논문은 폭발하중을 받는 네 가지 부재의 거동을 해석하여 프리스트레스의 폭발에 대한 저항 효과를 검증하고자 하였다. 프리스트레스를 도입한 구조물 사용이 증가하고 있지만 그에 관한 방폭 연구는 미비한 실정이다. 콘크리트 패널, 철근 콘크리트 패널, 프리스트레스를 도입한 콘크리트 패널, 프리스트레스를 도입한 철근 콘크리트 패널을 변수로 TNT 500Kg을 이격거리 3m 위치에서 폭파시키는 시나리오를 가정하였다. 해석결과, 콘크리트와 철근 콘크리트 부재는 폭발이 발생한 후 지속적으로 변형이 발생하지만 프리스트레스를 도입한 패널은 폭발 시 초기에만 변형이 발생하는 결과를 볼 수 있었다. 이는 프리스트레스를 도입한 부재가 폭발하중에 대해 균열과 파괴를 제어한다는 것을 알 수 있다.
Bow-Tie 기반 가설식 곤돌라 사고 예방 대책에 관한 연구
공준성,기정훈,박종일,Kong, Joon Seong,Kee, Jung Hun,Park, Jong Yil 한국안전학회 2020 한국안전학회지 Vol.35 No.4
The use of temporary Gondola has been steadily increasing. The temporary Gondola is required to get a safety certification review during installation and to be inspected during use within every six months. Most of them, however, are dismantled before six months, and inappropriate activities are conducted frequently for shorter working hours and convenience of work. In this study, the characteristics of the temporary Gondola and the domestic accident cases that occurred over the past 10 years(2008-2017) are analyzed for the type of accident, the state of the accident by year, and the actions of the workers in the event of an accident. Also comprehensive accident reduction measures were proposed by identifying the fundamental causes of temporary Gondola accidents, problems of existing preventive measures, and system defects by utilizing Bow-Tie techniques.