• Journal of the Korean Wood Science and Technology
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• 제17권2호
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• pp.1-12
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• 1989

To study the structure of opposite wood in the angiosperms. samples were cut from stems and branchs of 10 spcies growing in Korea. The opposite side was defined as being along a line passing from the most wide annual ring of the tension wood on the upper side to the pith and extrapolated through the opposite side. lateral sides being on the right and left of this line. The stem woods growing almost horizontally were surveyed the structural features of the well-developed opposite wood for the tension wood. In the annual-ring of the well-developed opposite woods. an investigation was made on how the dimension of elements, microfibril angles. and cell wall layers change from tension side to opposite side. The structural characteristics of opposite wood in hardwoods realized in this study are as follows: 1. The vessel diameters increased continuously to ward the opposite side in which the values were maximum. The vessel length also increased toward opposite side. but the rates of increase were smaller than those in the vessel diameters. 2. The wood fiber length were decreased from tension toward opposite side. but the rates of decrement were f1actuated within the sampled species. 3. The microfibril angles had the minimum values on the tension side. then increased steeply toward the opposite side in which the values maximum. 4. In the percentage of elements the vessel elements increased continously at a relative rate from the tension to opposite side, whereas the values of the wood fibers were lower in the opposite than the tension side, but the' variation patterns of rays were not seem distinctly. 5. The component layers of the wood fiber in the opposite woods were very similar to the lateral woods.

• 한국항해학회지
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• 제1권1호
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• pp.27-44
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• 1977

The Maneuvering Indices of a ship are the values that decide the quantity of her motion in turning when her rudder is turned over to an angle to the starboard or the port. They consist of two kinds of indices, one of which is called index K and the other, index T. Index K decides a ship's turning ability and index T does the length of time delay of a normal turning motion after her rudder has finished the turn of an ordered angle. Generally, the values of the indices are calculated through some mathematic formulas with figures of her heading degrees recorded at a fixed time intervals during her Z test. The values of the same kind index of a ship appear differently according to the ship'sspeed, trim, rudder angle and loaded condition, etc. In this paper, the author analyzed all the amthematic formulas required to calculate the values of the indices in their forming process and examined them from the point of mathematics and dynamics and also actually figured out the values of maneuvering indices of the M.S. "HANBADA", the training ship of Korea Merchant Marine College through her Z test. The author supposed a case in which two same typed ships as the "HANBADA" in size, shape and conditions were approaching each other in meeting end on situation and each ship turned her rudder hard over to the starboard respectively when they approached to the distance of 3 times as long as the ship's length. The author worked out mathematic formulas calculating forward and transverse ship's motions within the above mentioned situation for the quantative analysis of the collision avoding action to certify whether they are in collision status or not. Applying the calculated values of the maneuvering indices of the "HANBADA" to the motion calculating formulas, the author found out the two ships were passing over each other with the clearing distance o 39m between their port quarters. With the above mentioned examinations and explanations, the author demonstrated that a ship's motion in any collision avoiding action can be shown with quantities of time and distance within reliable limit.istance within reliable limit.

• 한국농공학회지
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• 제17권3호
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• pp.3878-3884
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• 1975

This study was carried out to develop the throw-in type thresher with its size as small as possible. Developing the smallest possible size of the throw-in type thresher has been very important to increase mobility and to reduce the machine price. The thresher that developed for this purpose was tested as to threshing and separation performance for the samples collected in eight catch boxes under the concave while threshing. The amount of grain collected in each compartments was measured and the threshing and separating pattern along the total span of the threshing drum was determined. The performance of separating and threshing units of the test thresher and threshing loss was evaluated by use of the developed grain separating apparatus and the method for measuring the grain separating performance of threshers. The results are summarized as follows; 1. The unthreshed grain (drum losses) and semi-threshed grain did not appeared at all throughout the treatments. 2. When threshed by making use of the developed throw-in type thresher, the threshing grain loss at about 25 per cent grain moisture was about one-half when threshed at about 18 per cent grain moisture. 3. And its grain separating loss in higher feed rate was decreased in comparison with that of lower feed rate. These results suggests that the throw-in type thresher may be suitable for wet threshing and for higher feed rate of threshing. 4. Above 60 per cent of total grain passing through concave fell through the screen within a scant 30 cm from the feeding inlet. This threshing pattern may suggest that major threshing action may be finished before about one third of cylinder length. The required separating load extended over the whole drum span is so defferent that separating elements should be redesigned so as to accomodate this variable pattern of separation load. 5. It was apparent from the experiment that the length of the threshing drum of the throw-in type thresher could be reduced from 1285mm to about 1050mm without increasing grain separation loss greatly.

• 대한전자공학회논문지SD
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• 제37권2호
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• pp.65-77
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• 2000

본 논문에서는 IC(Integrated Circuits) 칩들간의 배선 위상(topology)이 정해진 재구성 가능한(reconfigurable) FPGA(Field Programmable Gate Array) 기반 보드로의 회로 분할 문제로써 새로운 quadratic boolean programming 수식(formulation)을 제안한다. 본 수식의 목적은 회로 분할 시 사용하는 핀수와 네트들의 배선 길이의 합을 최소화하는 것이며 기존의 분할 방법에서 고려하는 제약조건 외에 서로 인접하지 않은 IC 칩들을 연결하기 위하여 다른 IC 칩을 통과(pass through)하는 네트들에 의해 사용되는 핀수도 고려한다. 또한 본 논문에서는 제안한 분할 문제를 효율적으로 해결하기 위하여 모듈 할당 방법으로 구성되어 있는 휴리스틱(heuristic) 분할 방법을 제안한다. 입력된 회로에 대하여 다른 분할 방법과 비교하여 실험한 결과 분할 문제의 주어진 제한들을 모두 만족하였다. 대부분의 배선된 회로에 대하여 핀 사용률이 적게 나타났으며 네트들의 사용한 배선 길이의 합은 최대 34.7% 적게 나타났다.

• 대한관절경학회지
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• 제10권2호
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• pp.203-208
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• 2006

목적: 후방십자인대의 경 경골 두 다발 재건술에 있어서 기존의 방법들은 공여 인대가 길어야 하는 문제 때문에 이식건의 선택이 제한적인 경우가 많으며 경골부에서 이중의 고정을 해야 하는 문제점 등이 있다. 이에 저자들은 두 다발 재건술을 실시하면서 경골부에서 초기에 단일 고정으로써 안정성을 얻고, 공여 인대 길이에 제한을 덜 받는 방법을 소개하고자 한다. 수술 술기: 진단적 관절경 검사를 실시 한 후 두 다발 재건술을 위한 이식건을 준비하고, 경골 터널 및 TransFix 고정을 위한 준비를 한다. 대퇴부에 2개의 터널을 만들고, 이식건을 전 내측 입구를 이용하여 경골부, 대퇴부 순으로 통과시킨 후 TransFix를 이용하여 경골부에 고정을 먼저 실시하고, 대퇴부의 2 다발을 각각의 고정 위치에서 고정을 실시한다. 결론: 경경골 터널을 이용한 두 다발 후방십자인대 재건술에서 TransFix를 이용한 경골부의 고정은 단일 고정으로써 강한 고정을 제공하면서 이식건의 길이에 제한을 받지 않고, 전 내측 입구로 이식건을 통과시킴으로써 이식건의 손상을 방지할 수 있는 좋은 방법이라고 생각한다.

• 한국해안·해양공학회논문집
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• 제28권6호
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• pp.397-407
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• 2016

이안제 좌 우측으로 각각 분기되어 진행하는 파랑은 회절에 의해 이안제 배후 안쪽으로 휘어져 위상간 간섭을 일으키며 중첩되면서 전파된다. 지형적인 여건으로 진행방향이 같아지게 되고 항 입구부로 향한다면 파랑의 에너지 중첩에 의한 영향이 항내로 나타날 수 있다. 본 연구에서는 항 입구부에 이안제가 설치되는 경우, 이안제 길이에 따라 발생하는 좌 우측 회절 파랑의 위상차가 항내 파고에 미치는 영향을 수치실험을 통해 검토하였다. 이로부터 항내에서의 파고는 이안제의 길이에 따른 좌 우측 회절파랑의 위상차에 의한 중첩의 영향으로 증폭 혹은 상쇄되어 나타남을 확인하였다.

• Imaging Science in Dentistry
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• 제46권2호
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• pp.77-85
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• 2016

Purpose: To analyze the relative position of the mandibular foramina (MnFs) in patients diagnosed with skeletal class III malocclusion. Materials and Methods: Computed tomography (CT) images were collected from 85 patients. The vertical lengths of each anatomic point from the five horizontal planes passing through the MnF were measured at the coronoid process, sigmoid notch, condyle, and the gonion. The distance from the anterior ramus point to the posterior ramus point on the five horizontal planes was designated the anteroposterior horizontal distance of the ramus for each plane. The perpendicular distance from each anterior ramus point to each vertical plane through the MnF was designated the horizontal distance from the anterior ramus to the MnF. The horizontal and vertical positions were examined by regression analysis. Results: Regression analysis showed the heights of the coronoid process, sigmoid notch, and condyle for the five horizontal planes were significantly related to the height of the MnF, with the highest significance associated with the MnF-mandibular plane (coefficients of determination ($R^2$): 0.424, 0.597, and 0.604, respectively). The horizontal anteroposterior length of the ramus and the distance from the anterior ramus point to the MnF were significant by regression analysis. Conclusion: The relative position of the MnF was significantly related to the vertical heights of the sigmoid notch, coronoid process, and condyle as well as to the horizontal anteroposterior length of the ascending ramus. These findings should be clinically useful for patients with skeletal class III mandibular prognathism.

• Journal of Plant Biology
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• 제28권2호
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• pp.119-126
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• 1985

Sargassum confusum을 대상으로 동해안 오호리 지역에서 1983년 3월 부더 1984년 4월까지 이 종의 생장 및 일차생산력을 조사하였다. S. confusum은 2월에 생장하기 시작하여 여름에 최대생장을 나타낸 후 빠른 속도로 쇠퇴하는 생육주기를 가진다. 생식활동은 6월에 주로 이루어 진다. 이러한 생장양상은 수온과 밀접한 관제를 갖는다. 최대성장율은 5월의 1.3cm/day이며 최대길이는 8월의 120cm이다. 산소명암병법으로 측정된 S. confusum의 일순생산력은 6월에 11.2 gC/dry wt/day이며 이를 기초로 추정한 연생산력은 745 gC/$m^2$/yr이다. 한편 현존량의 변화에만 의존하여 추정된 연생산력은 745 gC/$m^2$/yr로서 탈락에 의한 손실이 약 60%에 달하고 있다.

• Advances in concrete construction
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• 제14권5호
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• pp.299-307
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• 2022

Cement-based matrixes have low tensile strength and negligible ductility. Adding fibres to these matrixes will improve their mechanical properties and make these composites suitable for structural applications. Post-cracking tensile strength of steel fibers-reinforced cementitious composite materials is directly related to the number of transverse fibers passing through the crack width and the pulling-out behavior of each of the fibers. Therefore, the exact recognition of the pullout behavior of single fibers is necessary to understand the uniaxial tensile and bending behavior of steel fiber-reinforced concrete. In this paper, an experimental study has been carried out on the pullout behavior of 3D (steel fibers with totally two hooks at both ends), 4D (steel fibers with a total of four hooks at both ends), and 5D (steel fibers with totally six hooks at both ends) in which the fibers have been located either perpendicular to the crack width or in an inclined manner. The pullout behavior of the mentioned steel fibers at an inclination angle of 0, 15, 30, 45, and 60 degrees and with embedded lengths of 10, 15, 20, 25, and 30 millimetres is studied in order to explore the simultaneous effect of the inclination angle of the fibers relative to the alongside loading and the embedded length of fibers on the pullout response in each case, including the maximal pullout force, the slip of the maximum point of pullout force, pullout energy, fiber rupture, and concrete matrix spalling. The results showed that the maximum pullout energy in 3D, 4D, and 5D steel fibers with different embedded lengths occurs at 0 to 30° inclination angles. In 5D fibers, maximum pullout energy occurs at a 30° angle with a 25 mm embedded length.

• Wind and Structures
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• 제34권3호
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• pp.275-290
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• 2022

Mobile sand barriers are a new type sand-retaining structure that can be moved and arranged according to the engineering demands of sand control. When only used for sand trapping, mobile sand barriers could be arranged in single row. For the dual purposes of sand trapping and sand stabilization, four rows of mobile sand barriers can be arranged in a staggered form. To reveal the effect of plane layout, the included angle between sand barrier direction and wind direction on the characteristics of flow fields and the sand control laws of mobile sand barriers, numerical computations and wind tunnel tests were conducted. The results showed that inflows deflected after passing through staggered arrangement sand barriers due to changes in included angle, and the sand barrier combination exerted successive wind resistance and group blocking effects. An analysis of wind resistance efficiency revealed that the effective protection length of staggered arrangement sand barriers approximately ranged from the sand barrier to 10H on the leeward side (H is sand barrier height), and that the effective protection length of single row sand barriers roughly ranged from 1H on the windward side to 20H on the leeward side. The distribution of sand deposit indicated that the sand interception increased with increasing included angle in staggered arrangement. The wind-breaking and sand-trapping effects were optimal when included angle between sand barrier direction and wind direction is 60°-90°.