• The Korea Beekeeping Bulletin
• /
• s.292
• /
• pp.4-7
• /
• 2005

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.20 no.5
• /
• pp.472-481
• /
• 2008

In this study hydraulic experiment was carried out to investigate the flow characteristics in the submerged outlet structure of Boryeong power plant and the efficiency of bubble reduction by installing horizontal porous plate in the outlet structure. The cross-sectional mean velocity in the submerged outlet structure was smaller than 1 m/s, the target value at the design stage to prevent bubble outflow to the open sea area. In addition, it was found that the maximum depth of bubble penetration is reduced 30 to 50% by installing the horizontal porous plate at the second falling location in the submerged outlet structure. It is expected that the total bubble amount entrained in the water will be most efficiently reduced by installing square-hole-shape porous plate of 20 cm hole size and making its central section as non-porous structure to dissipate the energy of falling water.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.12 no.5
• /
• pp.74-80
• /
• 2008

This paper evaluates seismic capacities of slab-column joints in flat plate system which has columns with various aspect ratio as experimental parameters. Continuous - bended shear reinforcements were applied for the prevention of punching shear failure in this study. The specimens of FIS1-05, FIS1-10, and FIS1-20 have the aspect ratio of 0.5, 1.0, and 2.0 respectively. Static lateral force was applied to the specimens in a horizontal direction and vertical load was applied by constant gravity load ratio. The test results were evaluated by lateral displacement and strength of slab-column joint. Consequently, the lateral resisting capacity of rectangular type column such as FIS1-05, FIS1-20 is superior to the square type column such as FIS1-10.

• Proceedings of the Korean Institute of Industrial Safety Conference
• /
• 2000.06a
• /
• pp.215-222
• /
• 2000

반복하중을 받는 대부분의 토목구조물은 정적하중보다 훨씬 낮은 하중에서 파괴가 발생하는 경우가 있는데 이러한 현상을 피로라고 하며, 특히 강교량을 구성하는 부재중에서 2차 부재에 해당되는 덮개판, 수평보강재, 수직보강재, 거셋트 등의 용접부에서는 여러 원인으로 인해서 피로손상이 발생하게 되어 결국에는 구조물의 성능에 크게 영향을 미치게 된다. (중략)

• Journal of the Korea Society of Computer and Information
• /
• v.15 no.9
• /
• pp.67-76
• /
• 2010

This paper proposes a image-based water level measurement method, which adapt to the ruler's surface condition. When the surface of a ruler is deteriorated by mud, drifts, or strong light reflection, the proposed method judges the pollution of ruler by comparing distance between two levels: the first one is the end position of horizontal edge region which keeps the pattern of ruler's marking, and the second one is the position where the sharpest drop occurs in the histogram which is construct using image density based on the axis of image height. If the ruler is polluted, the water level is a position of local valley of the section having a maximum difference between the local peak and valley around the second level. If the ruler is not polluted, the water level is detected as the position having horizontal edges more than 30% of histogram's maximum value around the first level. The detected water level is converted to the actual water level by using the mapping table which is construct based on the making of ruler in the image. The proposed method is compared to the ultrasonic based method to evaluate its accuracy and efficiency on the real situation.

• Proceedings of the Korean Society of Broadcast Engineers Conference
• /
• 2017.06a
• /
• pp.233-236
• /
• 2017

본 논문에서는 바둑판을 촬영한 정지 영상에서 격자무늬의 특징을 이용하여 바둑판의 최외각 네 점을 검출하는 방법을 제시한다. 바둑판은 수평 및 수직 방향으로 각각 19 개의 선이 격자무늬를 이룬다. 영상에는 일반적으로 노이즈가 포함되어 있기 때문에 허프(Hough) 변환의 임계값(threshold)을 이용한 선 패턴 추출 방식으로는 모든 선에 대한 정보를 얻을 수 없다. 따라서, 제안하는 알고리즘은 허프(Hough) 변환을 수행한 뒤에 추출된 선들이 이루는 교차점의 정보를 이용하여 바둑판의 최외각 네 점을 예측한다. 실험 결과는 실제 바둑판의 최외각 네 점과 비교하여 예측된 최외각 네 점의 에러 값을 제시한다. 이는 제안된 알고리즘이 바둑판의 최외각 네 점을 성공적으로 검출한다는 것을 입증한다.

• Proceedings of the Korea Multimedia Society Conference
• /
• 2003.05b
• /
• pp.641-645
• /
• 2003

본 논문은 일반적으로 차량의 번호판이 차종에 따라 녹색계통과 노란색계통 등 일정한 색상을 가지고 있다는 특징을 이용하여, 복합 칼라 좌표계의 성분을 결합한 차량 번호판 영역 추출에 대한 방법을 제안하였다. LUV와 HSI 및 YIQ 칼라 좌표계에서 번호판 영역을 검출하기 위해 사용한 색상은 U, H, Q영역이고 이진화 작업을 위한 임계치 조정의 효율성을 높이기 위해 각 영역의 평균 자기 값을 기준이 되는 값으로 보정하는 방법을 사용하였다. 처리과정의 효율성을 높이기 위해 번호판 후보 영역을 선정하여 번호판 크기의 마스크영역을 수직, 수평 라인으로 검색하여 추출하는 방법을 사용하였다. 실험 결과 H와 Q성분으로만 실험대상에 대하여 결합한 경우는 72.58％의 추출률을 보인 반면, 제안한 방법인 U와 H 및 Q성분의 결합에 의한 경우는 100％의 추출률을 보였다.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.28 no.2A
• /
• pp.187-196
• /
• 2008

The punching shear strength of RC slabs is estimated analytically by the simple truss model. To avoid intrinsic difficulties in punching shear analysis of reinforced concrete slabs, the slabs were divided into three sub-structures as the punching cone and the remaining parts. The strength of the punching cone was evaluated by the stiffness of inclined strut. The stiffness of springs which control lateral displacement of the roller supports consists of the steel reinforcement which passed through the punching cone. Initial angle of struts was determined by curve fitting method of the experimental data with variable reinforcement ratio in order to compensate for uncertainties in the slab's punching shear, the simplification errors and the stiffness of the remaining sub-structures. The validity of computed punching shear strength by simple truss model was shown by comparing with experimental results. The punching shear strength, which was determined by snap-through critical load of shallow truss, can be used effectively to examine punching shear strength of RC slabs.

• Transactions of the Korean Society of Mechanical Engineers
• /
• v.16 no.1
• /
• pp.95-103
• /
• 1992

Laminar natural convection heat transfer from an isothermal rectangular beam attached to horizontal and vertical adiabatic plates has been studied for various aspect ratios of the beam and Grashof numbers. The local Nusselt number was increased with decreasing H/B for the constant beam width, B, and with increasing H/B for the constant beam height, H. The total mean Nusselt number of the vertical type was higher than that of horizontal type in the range of H/B.leq.0.52, but reversed in the H/B>0.52 at constant beam width. The total mean Nusselt number of the horizontal type was generally higher than that of vertical type at constant beam height. The total mean Nusselt number of the vertical type was higher than that of horizontal type in the range of H/B.leq.0.43 at constant wetted perimeter, but reversed in the H/B$\leq$0.43.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 2014.05a
• /
• pp.78-79
• /
• 2014

This study is concerned with the VS shear reinforcement that it can be installed easily in filed as product at the factory and seismic performance can be achieved. The method of study is as follows. first, we researched constructability and economy of existing construction method. Secondly, we made specimen and were examined structural performance tests in order to verify the performance of the shear reinforcement for lateral force like seismic load. As a result, developed VS shear reinforcement increased in shear strength and stiffness of reinforcement, structural safety is judged to be increased.