• Proceedings of the Korea Information Processing Society Conference
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• 2017.11a
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• pp.144-146
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• 2017

사회적 약자로 여겨지는 여성과 아동을 대상으로 한 범죄들이 연신 화제가 되면서 이들의 안전을 위한 어플리케이션들의 출시가 늘고 있다. 2017년 현재 시중에 출시되어 있는 어플리케이션들은 '특정버튼 세 번 누르기', '해당 어플리케이션 실행시키기'와 같은 평범한 액션으로 사용자가 보호자에게 도움을 요청 할 수 있다. 하지만 본 프로젝트에서는 '낙하'라는 보다 더 간단한 액션으로 사용자가 빠른 도움 요청을 할 수 있는 시스템을 개발하였다. 블루투스 통신 모듈과 아두이노, 센서, 배터리를 사용하여 낙하를 감지할 수 있는 디바이스를 제작하였고 이와 통신할 수 있는 어플리케이션을 개발하여 디바이스의 낙하가 감지되면 문자 전송과 통화 연결기능을 수행할 수 있도록 하였다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.122-125
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• 2010

본 논문에서는 부유식 원유저장 해양구조물(FSU; Floating Storage Unit)의 상부 하역구역(Laydown Area) 내에 낙하물(Dropped Object)이 떨어질 경우의 충격 구조 안전성 평가(Structural Safety Assessment)를 수행하여 표준해석 절차서를 정립하고자 한다. 이를 위해서는 내충격 구조해석을 통한 평가 기법을 개발하고 그 기법의 적용성을 검토하여 표준해석 절차서를 정립하는 것이 필요하다. 현재는 충격 구조해석 시나리오를 작성하고 내충격 구조해석을 수행하여 설계기준(design criterion)에 적용하고 있는 중간단계로써 그 결과들을 소개하고자 한다.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.252-256
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• 2018

호우 시 산지하천 유역에서 빈발하는 토석류에 따라 하천 흐름에 들어온 전석과 같이 상대적으로 큰 물체는 하류로 이송되거나 하상에 퇴적하여 기존 흐름과 하상을 변화시키는 교란요인이 된다. 따라서 산지하천 흐름에서 전석의 영향을 예측하는 것이 필요하나 이는 유속, 전석의 크기와 형상, 유입조건, 부유사 농도 등 수 많은 변수들에 영향을 받기 때문에 그 경로를 정확히 예측하기 어렵다. 이 연구는 유리와 철로 된 구형물체가 개수로 흐름에서 이동하는 경로를 조사한 것이며 흐름의 수심, 물체의 크기와 초기침강조건을 고려하여 수리실험을 실시하고 물체의 이동경로와 유하거리를 분석하였다. 개수로 흐름에 유입한 구형 물체는 침강에 의한 항력과 유수에 의한 항력을 동시에 받는다. 이 힘은 물체의 형상, 유수의 점성, 난류, 물체와 물의 밀도차가 복합적으로 작용한 결과이며 구체의 이동경로와 시간을 좌우한다. 실험결과 개수로 흐름에서 낙하중인 구형물체는 하상에 가까워질수록 흐름방향 이동거리가 증가하였다. 물체의 수중무게가 작을수록 유수 중에서 체류하는 시간이 길고 이동거리가 더 크며, 구체에 작용하는 초기항력에 따라 초기 낙하각도와 이동거리가가 증가하는 것을 확인하였다.

• Journal of the Korean GEO-environmental Society
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• v.20 no.2
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• pp.41-48
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• 2019

Soil compaction is one of the most important activities in the area of civil works, including road construction, airport construction, port construction and backfilling construction of structures. Soil compaction, particularly in road construction, can be categorized into subgrade compaction and roadbed compaction, and is significant work that when done poorly can serve as a factor causing poor construction due to a lack of compaction. Currently, there are many different types of compaction tests, and the plate bearing test and the unit weight of soil test based on the sand cone method are commonly used to measure the degree of compaction, but many other methods are under development as it is difficult to secure economic efficiency. For the purpose of this research, a portable penetration meter called the Free-Fall Penetration Test (FFPT) was developed and manufactured. In this study, a homogeneous sample was obtained from the construction site and soil was classified through a sieve analysis test in order to perform grain size analysis and a specific gravity test for an indoor test. The principle of FFPT is that the penetration needle installed at the tip of an object put into free fall using gravity is used to measure the depth of penetration into the road surface after subgrade or roadbed compaction has been completed; the degree of compaction is obtained through the unit weight of soil test according to the sand cone method and the relationship between the degree of compaction and the depth of the penetration needle is verified. The maximum allowable grain size of soil is 2.36 mm. For $A_1$ compaction, a trend line was developed using the result of the test performed from a drop height of 10 cm, and coefficient of determination of the trend line was $R^2=0.8677$, while for $D_2$ compaction, coefficient of determination of the trend line was $R^2=0.9815$ when testing at a drop height of 20 cm. Free fall test was carried out with the drop height adjusted from 10 cm to 50 cm at increments of 10 cm. This study intends to compare and analyze the correlation between the degree of compaction obtained from the unit weight of soil test based on the sand cone method and the depth of penetration of the penetration needle obtained from the FFPT meter. As such, it is expected that a portable penetration tester will make it easy to test the degree of compaction at many construction sites, and will lead to a reduction in time, equipment, and manpower which are the disadvantages of the current degree of compaction test, ultimately contributing to accurate and simple measurements of the degree of compaction as well as greater economic feasibility.

• Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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• v.10 no.2
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• pp.105-115
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• 2012

Necessity of demonstration test to evaluate the structural integrity of a basket for accident conditions arose during license approval procedure for the WSPP's dry storage facility named MACSTOR/KN-400. A drop test facility for demonstration was constructed in KAERI site and demonstration tests for basket drop were conducted. As the upper welding region of a loaded basket was collided with a dropped basket during the drop test, the welding in this region was fractured and leakage happened after the drop test. The enhancement of basket design was needed since the existing basket design was not able to satisfy the performance requirement. The directions for design modification were determined and six enhanced designs were derived based on these directions. Structural analyses and specimen tests for each enhanced design were conducted. By evaluating structural analysis results and test results, one among six enhanced designs was decided as a final design for revision. The final design was the one to reduce the height of central post of a basket and to decrease the impact velocity with a dropped basket. Test basket models were fabricated with accordance with the final enhanced design. Additional demonstration test was performed for this test model and all the performance requirements were satisfied.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.28 no.5
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• pp.451-457
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• 2015

This paper presents the analytical closed form solution for the impact load of a collision between rigid bodies and its application to a spent nuclear fuel disposal canister accidentally dropped and impacted on the ground. This paper performed a study on the numerical rigid body dynamic analysis to compute the impact load between two rigid bodies, especially, the impulsive force which is applied to the spent nuclear fuel disposal canister in the accidental drop and impact event on the ground. Through this study the impulsive force which is occurring in the spent nuclear fuel disposal canister under accidental drop and impact event on the ground and required in the process of structural safety design of the canister is computed numerically. The main content of this numerical study is about the technical method how to compute the impulsive force applied to the canister under the accidental drop and impact event on the ground by using the commercial computer code for the rigid body dynamic analysis. On the basis of this study a problem to compute the impulsive force which is occurring in the canister in the case of collision with the ground is numerically treated. This numerically computed impulsive force is compared with the theoretical value, which shows a good agreement.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.26 no.5
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• pp.373-384
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• 2013

This paper is the second paper among two papers which constitute the paper about the rigid body dynamic analysis on the spent nuclear fuel disposal canister under accidental drop and impact to the ground. This paper performed the numerical study on the rigid body dynamic analysis. Through this study the impulsive force which is occurring in the spent nuclear fuel disposal canister under accidental drop and impact to the ground and required for the structural safety design of the canister is computed numerically. The main content of this numerical study is about the technical method how to compute the impulsive forces occurring in the canister under accidental drop and impact to the ground by using the commercial rigid body dynamic analysis computer codes. On the basis of this study the impulsive force which is occurring in the canister in the case of collision with the ground is numerically computed. This numerically computed impulsive force is increasing as the canister weight is increasing, and the canister falls plumb down and collides with the ground in three types according to the analysis results.

• Journal of the Microelectronics and Packaging Society
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• v.29 no.3
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• pp.49-53
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• 2022

Ultra-thin glass (UTG) has been widely used in foldable display as a cover window for the protection of display and has a great potential for rollable display and various flexible electronics. The foldable display is under impact loading by bending and touch pen and exposed to other external impact loads such as drop while people are using it. These external impact loads can cause cracks or fracture to UTG because it is very thin under 100 ㎛ as well as brittle. Cracking and fracture lead to severe reliability problems for foldable smartphone. Thus, this study constructs finite element analysis (FEA) model for the pen drop test which can measure the impact resistance of UTG and conducts mechanical modeling to improve the reliability of UTG under impact loading. When a protective layer is placed to an upper layer or lower layer of UTG layer, stress mechanism which is applied to the UTG layer by pen drop is analyzed and an optimized structure is suggested for reliability improvement of UTG layer. Furthermore, maximum principal stress values applied at the UTG layer are analyzed according to pen drop height to obtain maximum pen drop height based on the strength of UTG.

• Proceedings of the Korean Radioactive Waste Society Conference
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• 2004.06a
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• pp.350-350
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• 2004

국내 사용후연료는 중간저장시설 확보가 지연됨에 따라 점차 각 발전소의 사용후연료 저장조가 포화상태에 이르고 있다. 국가정책에 따른 사용후연료 중간저장시설의 운영이 시작되는 시점까지 발전소에서 사용후연료 저장용기가 하나의 대안으로 고려될 수 있다. 경수로 사용후연료의 저장용기의 구조설계는 취급사고의 한 형태로서 낙하조건에 대한 안전성을 요구하고 있다. 경수로 사용후연료 24 다발을 적재하는 캐니스터는 콘크리트 외부용기(overpack)의 상부로부터 하향 방향으로 삽입된다.(중략)

• Proceedings of the Korean Information Science Society Conference
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• 2003.04c
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• pp.618-620
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• 2003

본 논문에서는 Base를 향해 낙하하는 물체의 충돌 연상에 대해 모델링한다. 충돌 현상에 관한 연구는‘충돌 감지’, ‘충돌 반응 양상’라는 두 부분으로 나눌 수 있다. 현재까지의 많은 논문들은‘충돌 감지’에 중점을 두고 설계하였다. 따라서 본 논문은 이미 않은 연구 결과가 드러난 ‘충돌 감지’부분은 갖추어졌다고 가정하고,‘충돌 반응 양상’를 위주로 설계의 초점을 둘 것이다. 여기서 설계할 모델의 궁극적인 목적은 복잡한 실세계와 완벽하게 일치하도록 구현하는 것이 아니라, 사람이 보기에 자연스럽다고 느낄 수 있도록 하는 것에 초점을 두는 것이다. 이를 통해, 적은 연산량으로 몰입감있는 가상 환경을 구축할 수 있다.