• Proceedings of the Korean Society of Computer Information Conference
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• 2020.07a
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• pp.155-156
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• 2020

본 연구에서는 맞음새가 우수한 고등학교 남학생의 교복 셔츠 개발을 위하여 사이즈코리아의 제7차 인체 치수조사 중 16-18세 남학생의 치수를 분석하였다. 자료를 분석하여 고등학교 남학생의 상반신 체형을 유형화하고 유형별 체형 특성을 파악하고자 하였다. 이를 통하여 교복 셔츠 개발에 필요한 기초자료를 얻고자 하였다. 상반신 체형요인은 상반신 너비/둘레, 상반신 높이, 어깨길이, 상반신 길이, 어깨처짐 등의 5개 요인으로 분류되었다. 체형은 어깨길이는 길고 상반신 둘레와 너비는 작고 좁으며, 상반신 높이는 낮은 '긴 어깨 마른 체형', 상반신의 둘레와 너비가 크고 넓으며 상반신 길이가 길고 상반신 높이는 낮은 '긴 상체 비만 체형', 상반신길이가 길고 어깨가 많이 처져 있으며, 어깨길이는 짧고 상반신 두께와 너비, 높이는 중간 정도인 '짧은 어깨 보통 체형', 상반신 높이가 높고 어깨길이는 길며, 상반신길이는 짧고 어깨는 처지지 않았며, 상반신 둘레와 너비는 중간 정도인 '긴 어깨 보통 체형' 으로 분류되었다.

• Journal of the Earthquake Engineering Society of Korea
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• v.16 no.5
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• pp.1-11
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• 2012

In this paper, non-linear analysis was performed for Reinforced Concrete (RC) walls using different macroscopic models subjected to cyclic loading, and the analytical results were compared with previous experimental studies of RC walls. ASCE41-06 (American Society of Civil Engineers) specifies that the hysteresis behaviors of RC walls are different due to the aspect ratio of the walls. For a comparison between analytical and experimental results, a slender wall with an aspect ratio exceeding 3.0 and a squat wall with an aspect ratio of 1.0 were selected among previous research works. For the non-linear analysis, each test specimen was modeled using two different macroscopic methods: the first representing the flexural behavior of the RC wall, and the second considering the diagonal shear in the web of the wall. Through nonlinear analysis of the considered RC walls, the analytical difference of a slender wall was negligible due to the different macroscopic modeling methods. However, the squat wall was significantly affected by the considered components of the modeling method. For an accurate performance evaluation of the RC building with squat walls, it would be reasonable to use a macroscopic model considering diagonal shear.

• Journal of the Korean Vacuum Society
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• v.4 no.4
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• pp.343-349
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• 1995

게데형 분자드래그펌프의 배기특성을 강구(hard sphere)분자모델과 NTC(No Time Counter)충돌 scheme을 이용한 직접모사 법의 하나인 DSMC(direct simulation Monte Carlo)방법을 이용하여 해석하였다. 해석에 사용된 모델은 높이가 일정하고, 길이가 높이의 1~3000배 사이인 이차원 채널이다. 자유분자영역으로부터 연속체 영역까지의 영역에서 최대압축비와 배기속도를 계산하였다. 계산결과 기존의 최대압축비 이론 결과는 채널내의 압력변화가 클 때는 큰 오차를 유발하는 것을 알 수 있었고, 유동방향의 기체분자의 통과확률은 채널 길이와 출구압력에 관계없이 거의 일정한 값을 갖는다는 것을 발견하였다.

• Proceedings of the ESK Conference
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• 1998.04a
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• pp.155-160
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• 1998

본 연구는 대 용량화와 다 기능화의 추세에 따라 점차 대형화, 복잡화되고 있는 세탁기 에 대한 사용편리성을 고려한 사용자 중심 제품개발의 일차적 접근으로, 인체측정 자료를 근거로 하여 세탁기의 외부 규격을 제안하였다. 결정 대상인 세탁기 외부규격은 높이, 폭 세탁조 바닥 높이, 컨트롤 패널의 위치 등이었으며, 이를 위하여 고려된 인체 자료는 신장, 어깨 높이, 눈 높이, 팔꿈치 높이, 팔 길이 등이 었다. 기존의 인체 자료들은 세탁기의 외부규격을 결정하는 데 많은 부족함이 나타났으며, 인체 자세의 단순화와 자료의 가정이 요구되었다. 이러한 제한은 3차원 컴퓨터 인체모형을 활용한 세탁동작의 시뮬레이션을 수행하여 사용자의 동작범위를 파악하므로서 보완하였다. 특정의 제품을 설계하는 과정에 서는 일반적으로 입수할 수 있는 인체측정자료에 비하여 보다 정밀하고 많은 항목의 자료가 요구도히었으여, 이러한 자료의 한계를 극복하는 데는 3 차원 컴퓨터 인체모형을 이용한 시 뮬레이션이 유용하게 활용될 수 있었다.

• Journal of the Korean Geotechnical Society
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• v.34 no.12
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• pp.71-82
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• 2018

This study presents a reasonable and economical DCM reinforcement length for the various factors (the embankment height, the distance from the embankment to the underground structure, the depth of the soft ground, and the compression index and the swelling index of the soft ground) that affect the stability of the structure due to lateral movement. Based on these results, we analyzed each factor's degree of influence and figured out which factor influenced the lateral movement most. The cross section of the embankment on the soft ground was modeled by using the Finite Element Program and reinforced with DCM. The results show that the increase rate of the reinforcement length with the increase of the embankment height is about 9~50%, the increase rate of the reinforcement length with the depth of soft ground is about 13~30%, and the increase rate of the reinforcement length with increasing compression index is about 3~25%. In addition, the influence of each factor on each other was analyzed. As a result, among the separation distance, the compressive index and the maximum to minimum slope ratio of the reinforcement length of the embankment height, the separation distance was the largest for the depth of soft ground. As the depth of the soft ground increases, the ratio of the maximum to minimum slope of the reinforcement length according to the embankment height is 3.75, the ratio of the maximum to minimum slope of the reinforcement length according to the spacing distance is 4.3, and the ratio of maximum to minimum slope according to compression index is 2.5. From these results, it is confirmed that the three factors are greatly affected by the depth of soft ground.

• Proceedings of the Korean Society of Computer Information Conference
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• 2011.06a
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• pp.315-316
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• 2011

수학 함수 중에서 삼각함수는 그 활용도가 매우 높아서 아주 많이 사용되는 함수 중 하나이다. 직각 삼각형의 직각이 아닌 한 각의 크기를 a라 하면, 이 삼각형의 임의의 두 변의 길이의 비는 이 각 a의 크기에 의하여 결정되므로 이 비를 이각의 삼각 함수라 하였다. 즉, 삼각함수는 직각삼각형에서 한 각의 크기가 일정하면, 이들 변의 비의 값은 삼각형의 크기에는 관계없이 일정하다는 가장 단순하고 독특한 성질에 기초를 둔 학문이다. 어떠한 대상체의 높이는 직삼각형의 밑변의 길이와 건물을 올려다본 각이 있다면 삼각함수를 이용하여 쉽게 구할 수 있다.

• Korean Journal of Veterinary Research
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• v.36 no.4
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• pp.991-995
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• 1996

Renal size(length, width and height) of rabbits was measured by radiographs and nephrosonograms and compared with actual size. After measuring on the radiographs and nephrograms, both kidneys were removed from the body and actual size was also measured. On radiographs, right kidney was observed at the T13-L2 vertebrae and left kidney was at L2-L4 vertebrae. On nephrosonograms, the renal cortex was visible as small, homogenous echoes that were hypoechoic relative to the surrounding tissues, whereas the renal medulla was anechoic to slightly hypoechoic. The actual length, width and height of the left kidney were $35.84{\pm}3.12(mean{\pm}SD)$, $23.52{\pm}3.21$, $15.11{\pm}2.58cm$, respectively, whereas those of the right kidney were $36.02{\pm}3.42$, $23.69{\pm}3.50$ and $14.13{\pm}3.55cm$, respectively. On radiographs, the length and width of both kidneys were a little magnified(102-104%) when compared to actual size. On nephrosonograms, the length, width and height of bothkidneys were lessened(70-96 %) when compared to actual size. The length and width of kidney were 1.85 and 1.25 times the length of the second lumbar vertebrae on the ventrodorsal view. In correlation and correlation coefficient of body weight with the renal size, the body weight and renal size were significantly correlated with each other other(p<0.01) and the correlation coefficents of body weight with left, right and both Kindneys were 0.748, 0.794 and 0.859, respectively.

• Journal of Veterinary Clinics
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• v.31 no.3
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• pp.175-179
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• 2014

The purpose of this study was to determine and compare prostate size using ultrasound and computed tomography (CT). The prostate gland was evaluated in eight normal Beagle dogs. Length, depth, and width of the prostate gland were measured by ultrasound and volume of the prostate was obtained from the two ellipsoid formula (US1, US2). Height, length, width, area, and volume of the prostate gland were measured by CT. Ratios of prostatic height, length, and width to the sixth lumbar vertebral body length were calculated. There was no significant difference between the US1 and US2 method, and between US2 and CT method, respectively. The prostatic volume calculated by US1 method was significantly lower than those with CT (p=0.029). The Upper limits of ratios of prostate length, height, and width to the length of the sixth lumbar vertebra were 1.3, 1.1, and 1.7, respectively. Among these prostate dimensions, prostate length and height could be a useful index in estimating prostate size regardless of body weight.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2017.05a
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• pp.320-324
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• 2017

Effect of elliptical orifice on the spray characteristics of liquid jet ejecting into subsonic crossflows were experimentally studied. Circular/elliptical plain-orifice injectors, which had different ratios of the orifice length to diameter and major axis to minor axis, were used for transverse injection. Compared with the previous research, breakup lengths of elliptical nozzles are shorter than circular nozzles at all experimental condition. Cavitation/hydraulic flip are considered as a reduction in the breakup length at all circular/elliptical nozzle. In the case of liquid column trajectories, major axis which was placed to the crossflows, increases the frontal area of the liquid column exposed to the crossflows. Hence, the aerodynamic force exerted on the jet is increased and the penetration depth is reduced.

• Journal of the Korean Geotechnical Society
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• v.36 no.12
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• pp.69-76
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• 2020

Since the mechanically stabilized earth walls have a form of retaining wall compatible with a narrow section, the geogrid overlaps according to the separation distance between the walls. There is a problem that the overall behavior may occur in the state of being integrated with the stress change due to the interaction of the geogrid. Therefore, a careful approach is required at the design stage, but there are currently no design criteria or guidelines in Korea. This study investigated the optimal reinforcement length ratio according to the retaining wall width to height ratio (width to height ratio, Wb/H) for these back-to-back mechanically stabilized earth walls. Retaining wall width ratio is 1.1H, 1.4H, 1.7H, 2.0H for Case II of the FHWA design standard, and the height is 3.0 m, 5.0 m, 7.0 m, and 10.0 m, which are most commonly applied. Through numerical analysis, the appropriateness of the FHWA design standard and the optimal reinforcement length ratio according to the height of the retaining wall and the width of the retaining wall were proposed.