• 한국안전학회지
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• 제19권3호
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• pp.70-77
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• 2004

A Reasonable lighting should be provided for doing night work. All works far construction site can be exposed to potential hazard at night work The purpose of this study is to provide a standard of the lighting against accidents due to insufficient lighting at site. one pilot tea one at building work site, one at mad work site of it have been conducted for figuring out illumination change depending worker's activity direction, using lux checker to show it as numerical indication. The direction are changed with a range of 30, 60, 90, and 135 degree to be checked at site. Tests results show that $10\%\;and\;15\%$ of lighting could be decreased by changing the working direction of works at site. Therefore, steep slope place, cave work and backside of structural elements such as a column, deep beam should be considered for keeping sufficient and reasonable lighting. It is found that $50\%more$ illumination Lux needs f3r civil work than for building work.

• 한국생산제조학회지
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• 제18권6호
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• pp.629-635
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• 2009

In this research, KP-4, one of the plastic mold steels, was coated with the AlTiN from one layer to four layers by the PVD method in the $\Phi$ 8mm cemented carbide ball end mill. Coated KP-4 was processed with various conditions. For example, slope of $15^{\circ}$, $30^{\circ}$ and $45^{\circ}$ the spindle rotation speed was changed from 10,000rpm to 16,000rpm, the tool feeding speed was changed from 1,300mm/min to 1,700mm/min, the depth of cut was also changed from 0.3mm to 0.9mm, and etc. Cutting component force according to the coating layer number, and surface roughness were studied. The cutting component force showed a good agreement better the up ward direction than the down ward direction under all experimental conditions. In case of the condition per the material shape, it was lessen when the tool have larger angle because the average effective diameter of the tool is larger. The surface roughness showed good condition in case of the up ward than the down ward direction. And, in the 3rd layer of AlTiN coating, it showed the most suitable condition.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2011년도 추계학술대회
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• pp.672-674
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• 2011

에지는 영상의 특징을 분석함에 있어서 중요한 정보를 포함하고 있다. 에지 검출은 컴퓨터비전과 영상처리 등의 분야에서 많이 활용하고 있으며, 초기에 사용된 방법들 가운데서 sobel, prewitt, roberts method 등이 대표적이다. 이러한 기존의 방법은 밝기의 기울기가 큰 변화지점은 쉽게 검출하지만, 선택적인 방향성 에지 검출이 미흡하다. 본 논문에서는 이러한 기존의 에지 검출 방식의 단점을 보완하기 위해 방향성을 고려한 적응 에지 검출 방법을 제안하여, 시험 영상의 에지 성분을 검출하였으며, 시뮬레이션을 통해 그 성능을 확인하였다.

• Geomechanics and Engineering
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• 제30권6호
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• pp.579-586
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• 2022

Pile-supported structures are installed on saturated sloping grounds, where the ground stiffness may decrease due to liquefaction during earthquakes. Thus, it is important to consider saturated sloping ground and pile interactions. In this study, we conduct a centrifuge test of a pile-supported structure, and analyze the p-y_p loops, p-y_p loops provide the correlation between the lateral pile deflection (y_p) and lateral soil resistance (p). In the dry sand model (UV67), the p-y_p loops stiffness increased as ground depth increased, and the p-y_p loops stiffness was larger by approximately three times when the pile moved to the upslope direction, compared with when it moved to the downslope direction. In contrast, no significant difference was observed in the stiffness with the ground depth and pile moving direction in the saturated sand model (SV69). Furthermore, we identify the unstable zone based on the result of the lateral soil resistance (p). In the case of the SV69 model, the maximum depth of the unstable zone is five times larger than that of the dry sand model, and it was found that the saturated sand model was affected significantly by kinematic forces due to slope failure.

• 대한의용생체공학회:의공학회지
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• 제28권2호
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• pp.187-194
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• 2007

The purpose of this study is to determine the characteristics of ground reaction force(GRF) in golf swing for various slopes of flat lie and uphill lies of 5 and 10 degrees. Five right-handed professional golfers were selected for the experiment and the 7 iron club was used. We used four forceplates to measure GRF and synchronized with the three-dimensional motion analysis system. Results showed that slope did not affect the total time for golf swing, but the time until the impact had a tendency to slightly increase for the uphill lie(p<0.05). The medial-lateral GRF of the right foot increased toward the medial direction during back swing, but less increases were found with the angle of uphill lie(p<0.05). The GRF of the left foot increased rapidly toward the medial direction at the uncocking and the impact during down swing, but decreased with the increase in the angle of uphill lie(p<0.05). The anterior-posterior GRF of both feet showed almost the same for different slopes. With the slopes, the vertical GRF of the right foot increased, but the vertical GRF of left foot decreased(p<0.05). Uphill lies would have negative effect to provide the angular momentum during back swing, restricting pelvic and trunk rotations, and to provide the precise timing and strong power during down swing, limiting movements of body's center of mass. The present study could provide valuable information to quantitatively analyze the dynamics of golf swing. Further study would be required to understand detailed mechanism in golf swing under different conditions.

• 수산해양기술연구
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• 제31권1호
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• pp.8-14
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• 1995

정치망 내외에 있어서 정어리 대형군의 행동조사는 1992년 1월 29일부터 2월 22일 사이에 일본국 석천현 칠미시 연안 정치망어장에서 소나를 이용하여 실시하였고, 소나의 영상기록을 해석하여 얻어진 결과를 요약하면 다음과 같다. 1. 정치망 바깥쪽 부근에서 이동중인 어군의 행동양식은 어군의 각 위치에 따라 다른 행동이 관찰되었고, 부분적인 확대와 축소를 보이면서 어군전체가 이동하였다. 2. 헛통입구로 들어간 어군은 등망방향, 헛통의 등방향, 헛통의 옆줄방향으로 분산되었으며, 그후 헛통의 등방향, 헛통의 옆줄방향, 입구방향의 어군은 등망쪽으로 조밀하게 이동하는 행동양식을 취하면서 입구로부터 외등망까지 이동하였다. 3. 정치망의 안쪽과 바깥쪽에 있어서 어군의 주연부가 확대하는 경우, 최대 이동속도는 바깥쪽에서 277cm/sec, 안쪽에서 176cm/sec이었다.

• 한국측량학회지
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• 제11권2호
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• pp.35-41
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• 1993

평균해면은 육지표고의 기준면으로, 지역적인 평균해면차는 측지수준망 설정에 중대한 영향을 미친다. 측지학자와 해양학자들은 동서방향의 평균해면차에 대해서는 견해를 같이 하면서도, 남북방향의 평균해면차에 대해서는 서로 상반되는 견해를 보여왔을 뿐만 아니라, 그 불일치의 원인이 서로 상대방의 수준측량방법에 내재된 정오차에 있다고 주장해 왔다. 해면경사는 각 지역 검조소의 평균해면으로부터 구한 TBM의 높이와 측지수준망에 의해 정해진 그 점의 높이의 차로부터 산정된다. 인천항의 평균해면을 기준으로 하여, 주요 항만에 위치한 검조소의 평균해면과 우리나라 1등 수준망으로부터 연장한 표고차로부터 우리나라 연안의 해면경사를 산정하였다. 본 연구의 결과, 우리나라 연안은 남북방향으로 위도당 5.5cm 북향상승하는 해면경사를 보였고, 동일 위도상에서 동해안이 황해안보다 약 5cm 정도 높은 해면고를 나타내었다. 이런 결과는 잠정적인 것으로, 앞으로 해양 및 기상의 영향이 소거된 엄밀한 의미의 평균해면이 산정된다면, 보다 확실한 해면경사를 추정할 수 있을 것이다.

• 한국환경과학회지
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• 제23권1호
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• pp.39-46
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• 2014

This study surveyed Abies koreana to identify the correlation between its vegetation structure according to its slope direction and seedling establishment in a bid to build basic research data on the changes and conservation of the A. koreana in Hallasan Mountain. The findings of its vegetation structure revealed that in both areas, Importance value was given to the A. koreana for its tree layer, the Taxus cuspidata for its shrub layer, and the Sasa quelpaertensis for its herb layer. However, in the Youngsil area with the tree layer, high importance was given to deciduous broad-leaved trees such as Prunus maximowiczii, Quercus mongolica, and the young species of the A. koreana in the shrub layer that can maintain the A. koreana forest's greater importance in the Jindallebat than in the Youngsil. Thus, the A. koreana forest in the Jindallebat is believed to lastlonger. The findings of correlation between the quantity of seedlings and their location by area revealed that in each tiny quadrat, the A. koreana seedling averaged 5.3 in the Youngsil and 2.9 in the Jindallebat. Both areas were all found to have a positive correlation in terms of rock exposure ratio and dead tree ratio as well as a negative correlation with regard to the cover degree of S. quelpaertensis, the canopy gap, the total vegetation, and the herb layer. It was found that the cover degree of the herb layer in the Youngsil and the S. quelpaertensis in the Jindallebat had the largest impact on the A. koreana seedlings.

• 대한산업공학회지
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• 제26권2호
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• pp.88-94
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• 2000

For efficient operation, vital hand controls must be easily controlled by the operator from his or her normal working position. The primary working area based on the operator-perceived working comfort was developed to serve as a design guideline to the control panel layout. Six male and four female subjects voluntarily participated in the experiment in which working comfort was measured for two types of controls - knob and lever. The operator-perceived working comfort was examined for the frontal and sagittal distances from the body center and the slope of a work surface. The response surface methodology using a central composite design was employed to develop a prediction model for operator's working comfort on each type of controls. The proposed working areas based on the actual working comfort of an operator avoided the dichotomy that considers only the reachability of control devices, and showed a distinct shape, when compared to the existing normal working areas following the Farley's concept. It was shown that the distance from the body to control devices and the slope of a work surface have a quadratic relationship to the working comfort, and that the most comfortable area for seated tasks is located at the distance of about 2∼4 cm in the sagittal direction and about 42∼43 cm in the frontal direction from the shoulder, respectively. It was also found that the working comfort varies within the working area even at the positions with an equal distance from the body. It is expected that the isocomfort working area generated in the study will be used as a useful guideline for control panel layout.

• 한국항만학회지
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• 제13권2호
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• pp.399-408
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• 1999

Copeland’s(1985) hyperbolic mild-slope equation including diffraction refraction and reflection in the wave field is used as a governing equation in this study. The result of Maruyama & Kajima(1985) is used to calculate wave direction and that of Watanabe & Maruyama(1986) is used as a energy dissipation formula. Numerical solutions are obtained by the Leap-Frog scheme and compared with Watanabe & Maruyama’s (1984) hydraulic experimental results and numerical simulation results for the detached breakwater. This wave model is applied to a detached breakwater and compared with Watanabe and Maruyama’s (1984) hydraulic model results to check the characteristics of reflected wave field around a detached breakwater. The distribution of wave height and we phase in front of a detached breakwater is more accurate than the Watanabe and Maruyama’s numerical results. The results from our wave model show good agreements with the others and also show nonlinear effects around the detached breakwater. This model is applied to the Gamcheon harbor of pusan. the field observations were carried out at Pusan harbor wave station in 1986-1995 and the results were accepted as a design wave condition in this study. The wave height and wave period was measured by Dong-A university at one station in the Gamcheon harbor in 1996-1997 and used as a calibration criterion. The measured data were used as input data for the numerical simulation and also compared with simulated results. The numerical simulation shows a fairly good results which considering the effect of topographic characteristics and effect of narrow entrance due to two separated breakwaters in Gamcheon harbor. The wave distribution characteristics inside Gamcheon harbor is quite different with the offshore wave direction and wave period.