• Transactions of the Korean Society of Mechanical Engineers A
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• v.38 no.12
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• pp.1325-1333
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• 2014

The dispersion pattern of a near miss neutralizer has a great effect on the disablement of a threatening projectile. This study numerically investigated the dispersion pattern of cylindrical tungsten impactors by an explosion in the near miss neutralizer. The mass and shape of the explosive were considered as influencing factors on the dispersion pattern. The explosives were set using two shape models: a parallel shape with the same upper and lower thicknesses and a tapered shape with different upper and lower thicknesses. In the simulation results, the dispersed impactors formed a ring-shaped pattern on a two-dimensional plane in an arbitrary space. In addition, the fire net area increased with the explosive mass when the explosive shapes were identical. In particular, the tapered shape explosive formed a larger fire net area than the parallel shape explosive. Based on the analysis of the fire net area along with the dispersion density, both the explosive mass and shape representing the physical characteristics should be considered for controlling the dispersion pattern of impactors in a near miss neutralizer.

• Journal of the Korea Society of Computer and Information
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• v.25 no.5
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• pp.137-146
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• 2020

The manual measurements of 182 unmarried women subjects in their 20s was classified 4-breast types. For the breast type classification, 4 factors were identified, such as overall breast factor, upper breast internal shape factor, breast volume factor, and lower breast external shape factor. The breast shapes were 'breast with well-grown upper part', 'flat breast', 'breast with well-grown lower part', and 'protruded breast'. The breast types can be differentiated in 10 items of actual anthropometric dimension the length between frontal neck point and nipple point, length between lateral neck point and nipple point, length between the breast inner points, nipple to nipple breadth, diameter below the breast, inner depth of breast, outer length of breast, length below the breast, length between breast outer point and upper breast point, and contour line length below the breast.

• 한국IT서비스학회:학술대회논문집
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• 2002.11a
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• pp.439-443
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• 2002

인터넷, 특히 웹의 확산으로 네트워크 기반의 분산 환경은 응용의 표준 아키텍쳐로 인식 되고 있다. 따라서 네트워크의 효율성과 최상의 서비스 제어, 공유를 위해 복잡한 네트워크 구성 자원들을 관리하는 네트워크 관리 시스템은 응용의 표준 하부 지원 시스템으로서 뿐 아니라 독립적인 상업용 응용으로서 수요와 기대가 점차 증가하고 있다. 또한 소프트웨어 개발 방법 측면에서는 패턴과 컴퍼넌트에 의한 조립, 확장을 중심으로 하는 소프트웨어 재사용이 소프트웨어 생산의 기대치를 현실화할 수 있는 최상의 접근 방법으로 인정된다. 따라서 본 논문에서는 망관리 시스템 구축을 위한 컴포넌트 개발을 위해 선행 작업으로 해당 도메인에서 재사용 가능한 컴포넌트들을 식별, 분류하는 컴포넌트 아키텍처를 정의하고 범주화한다. 또한 재사용 컴포넌트의 개발과 유통, 사용을 위한 컴포넌트 관리를 적절하게 제공하기 위해 메타 정보를 기반으로 한 컴포넌트 형상관리 요소들을 제시한다. 망관리를 위한 컴포넌트의 식별, 설계와 형상관리 기법들은 이들 컴포넌트들을 CBD 프로세스에 의해 망관리 시스템에 실질적으로 적용함으로써 응용의 개발과 운용에 있어서 생산성 및 품질 향상으로 기대될 것이다.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.238-238
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• 2021

토목 구조물에서 수문 (Gate)은 다양한 시설에서 설계되어 적용되고 있다. 이런 수문은 용도나규모, 사용재료, 구동방식에 의해 다양하게 분류되는데, 본 글에서 다룰 Girder 타입의 Sluice Gate 는 가장 많은 분야에서 포괄적으로 적용되는 수문 형식중 하나이다. 일반적으로 2m×2m 미만의 소규모 수문에서는 수문설계에 수리계산이나 응력검토를 요하지 않으나, 높이 5m 가 넘는 대형 수문의 경우 비체의 무게가 수십톤에 달하기 때문에 정수역학이나 동수역학과 같은 수리학적 설계가 반드시 필요하다. 수문설계는 크게 세 가지 해석을 다루는데, 첫 번째는 정수역학 또는 동수역학적 거동에 대한 수문 비체의 구조해석이고 두 번째는 수문의 상승 및 하강을 위한 권양장치 및 수문비체, 구동장치 등의 계산이며 마지막으로는 수문의 형상과 수류형상에 따른 수문의 진동해석 이다. 본 글에서는 두 번째에 해당하는 수문의 상승 및 하강에 영향을 미치는 수리학적 요소들을 통해 가장 합리적인 수문형상설계에 대해 논하고자 한다. 특히 국내에서는 Girder 타입의 수문설계에서 수문하단부 sill 부근의 형상을 쐐기 형태로 일률적으로 적용하고 있는데, 이를 개선하여 유체역학적으로나 경제적으로 보다 유리한 설계안을 본 글을 통해 제안하고자 한다.

• International Journal of Highway Engineering
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• v.13 no.3
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• pp.7-14
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• 2011

The numerical analyses were performed to investigate the curling behavior of the post-tensioned prestressed concrete approach slab (PTAS) under environmental loads. A technique to include properly the boundary conditions of one end of PTAS that was connected to the bridge abutment using hinges was proposed for the numerical model. The applicability of a simplified model not having hunches was also investigated. By using the developed models, the curling behavior of PTAS was analyzed when the foundation settlement occurred. The analysis results showed that the maximum tensile stress obtained from the simplified model involving a simplified hinge connection was very closed to that obtained from a rigorous model. When the slab curled up, the maximum tensile stress occurred in the model including no foundation settlement, but when the slab curled down, the maximum stress occurred in the model including partial settlement of the foundation. Therefore, the design of PTAS should be performed considering those maximum tensile stresses.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.36 no.6
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• pp.1049-1057
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• 2016

The waveform micropile is a type of foundation that has a single or multiple shear keys on the pile shaft, and it is constructed through a jet grouting method as a way to increase the shaft resistance of the bonded area between the pile and the soil. In this paper, a geotechnical centrifuge test was performed to study the axial performance of the waveform micropile from other models. The six test models consisted of three waveform micropiles with a single shear key at three different depths, a waveform micropile with multiple shear keys, a conventional micropile, and a jet grouting micropile. Based on the test results, it was clearly shown that the waveform micropile increased in its bearing capacity compared to the other models without the shear key. Additionally, it was observed that the confining pressure for the location of a shear key is directly related to the increase of the bearing capacity.

• Tunnel and Underground Space
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• v.27 no.6
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• pp.406-421
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• 2017

This study describes a precise numerical analysis process by adopting the real image of mine openings obtained by LIDAR, which can produce a point cloud data by measuring the target surface numerically. Research area is a section of underground limestone mine which is used hybrid room-and-pillar method for improving the production rate. From the application of LIDAR to this section several results were deduced, that is, the central axis of upper and lower vertical safety pillars is distorted to the direction of NW and the section area of lower vertical safety pillar is $34m^2$ smaller than the designed area of $100m^2$. The results of precise measurement in geometrical shape of mine openings and precise simulation in numerical analysis confirms that LIDAR techniques can be suggested as a valuable tool for stability analysis in underground mine by configuring the mine opening shape.

• Journal of Korean Society of Steel Construction
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• v.23 no.5
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• pp.547-555
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• 2011

An unstiffened top and seat angle connection is a type of partially restrained connection that is suitable for low- and medium-rise steel buildings. The plastic moment resisting capacity of such connection is needed in practical design, in addition to the accurate prediction of the initial rotational stiffness. Therefore, most of the studies conducted for the mentioned connections were performed to predict the initial stiffness and the plastic moment resisting capacity with varying geometric properties. The main parameters of such experimental tests were the thickness and high-strength bolt gauge distance of AISC LRFD-type A top and seat angle connections. Based on the test results, the analytical model was also proposed in this study. The applicability of the proposed model was verified by comparing the test results from this study with those of other studies.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.20 no.8
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• pp.579-585
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• 2019

Increasing the detection probability of underwater targets necessitates securing the towing stability of the active towed SONAR. In this paper, to confirm the effects of tail wing fin on towing attitude and towing stability, two scale model experiments and one sea trials were conducted and the results were analyzed. The scale model tests measured the towing behavior of each of the tail fin shapes according to towing speed in a towing tank. The shape of the tail fin used in the scale model test was tested with an I-type tail fine and four Y-type tail fins, totaling five tail fins of the two kinds. The first scale model test confirmed that the Y-type tail fin was superior to the I-type tail fin in towing attitude and towing stability. The second scale model test confirmed the characteristics of the vertical tail fin height increase and the lower horizontal tail fin inclination angle application shape based on the Y-type tail fin. The shape of the application of the lower horizontal tail fin inclination angle showed the best performance. In order to verify the results of the scale model test, a full size model was constructed, sea trials were performed, and the towing attitude was measured. The results were similar to those of the scale model test.

• Journal of the Korean Geosynthetics Society
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• v.21 no.1
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• pp.49-56
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• 2022

In this study, finite element numerical analysis was performed considering various influence factors(cavity shape and size, pavement thickness and size of traffic load) in order to analyze the impact factors in the underground of the road where the cavity occurred and to evaluate the stability of the ground. In order to verify the reliability of the numerical analysis method applied in this study and the results it was compared and analyzed with the results of previous studies and field measurements. The correlation between the influence factors was analyzed through the distribution of vertical displacement obtained from the numerical analysis results, the distribution of surface settlement and surface settlement, the distribution of the stress ratio, and the distribution of the safety factor. As a result, it was confirmed that as the size of the cavity and traffic load increased and the thickness of the pavement decreased, the vertical displacement and surface settlement at the top of the cavity increased. Also, the shape of the cavity was square, the stability of the ground was significantly reduced compared to the case of a circular cavity. Through these results, it was possible to confirm the overall stability of the lower ground of the road where the cavity was generated.