• Journal of Ecology and Environment
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• 제29권5호
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• pp.461-467
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• 2006

The growth pattern and the seasonal changes in nutrient contents of Humulus japonicus were investigated. Stem length of H. japonicus reached the maximum from 240 to 260 Julian date and the median value was found at 255 Julian date. The maximum leaf area was observed from 235 to 248 Julian date and the median value was at 240 Julian date. The maximum growth rate of the stem length ranged from 205 to 227 Julian date. The leaf area showed the maximum growth rate from 196 to 214 Julian date. The median date in the growth rate of the stem length and leaf area was 212 and 205 Julian date, respectively. The growth rate of H. japonicus was related to rainy season and precipitation. Phosphorus and sodium contents of H. japonicus were correlated with maximum potential rate of relative growth. Although stem biomass of H. japonicus was $ 1.5{\sim}3.5$ times larger than that of leaf, N content of the leaf ($4.48{\sim}5.27%$) was about 2 times higher than that of the stem ($2.00{\sim}3.62%$). High content of N might be responsible for the high growth rate of H. japonicus in summer. This result provides valuable information for appropriate timing for the removal of H. japonicus.

• Journal of Plant Biology
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• 제26권4호
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• pp.181-190
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• 1983

Seasonal occurrence of benthic algae and changes of subtidal vegetation were studied for their species composition, diversity and biomass during 1982 and 1983 at several selected sites at Juckdo Island (38$^{\circ}$12'N, 128$^{\circ}$32'E), eastern coast of Korea. Three large brown algae which played a role in change of algal vegetation through their great biomass were investigated with regard to their seasonal growth. Large brown algae such as Undaria pinnatifida, Costaria costata, Laminaria japonica, Agarum cribrosum, Sargassum confusum and S. hornerii constitute the major portion of vegetation in this area throughout the year. Algal vegetation in spring time is characterized by dominance of species U. pinnatifida and C. costata, whereas the summer vegetation by S. confusum and S. hornerii. In autumn large brown algae are shedded and only small algae, such as Chondrus ocellatus and Grateloupia filicina, remain. The vegetation in winter is dominated by the growth of U. pinnatifida and C. costata. Monthly changes in mean length and weight of randomly collected U. pinnatifida, C. costata and S. confusum are as follows; U. pinnatifida occurs from December to June and shows their maximum growth during March (120 cm in length, 201 g/individual in wet weight), its maximum growth rate is 1.4 cm/day, 3.3 g/day in this month. The growth season of C. costata is very similar to U.pinnatifida, but their average maximum length(110 cm) and weight (106 g/ind.) are lower than U. pinnatifida. The greatest growth rate is during March (1.8 cm/day, 2.0g/day). S. confusum is present throughout the year and reaches the maximum growth (102 cm, 63g/ind.) in July. Maximum growth rate (1.5 cm/day, 1.2 g/day) occurs also during this month. U. pinnatifida and C. costata show different months of maximum growth evidently during the two year. This seems to be caused by a considerable damage to the local vegetation followed by heavy storm in February 1983.

• 사상체질의학회지
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• 제8권1호
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• pp.101-186
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• 1996

1. 연구배경 : 사상의학의 가장 중요한 요점은 체질진단이다. 그간 다양한 체질변증에 관한 연구가 있었지만 신체 각부의 형태학적인 연구, 특히 얼굴을 대상으로 한 연구는 거의 전무하였다. 저자들은 그 동안 전일적이고 직관적으로 표현된 동의수세보원의 형태적 묘사를 정량화하여 정리하고, 이 자료를 체질진단의 근거자료로 삼고자 하는 연구의 일환으로 먼저 두안부(頭顔部)의 형태를 태음인 소음인 소양인 별로 그 형상적 특징을 찾아내고자 하였다. 2. 방법 : 1995년 7월부터 1995년 12월까지 경희의료원 부속한방병원 외래환자 및 직원을 대상으로 설문지 및 임상적 치료 경과를 통하여 체질적 경향성이 뚜렷한 대상자를 선별하고 동일촬영 조건을 통하여 얻은 얼굴 사진 중 형태특이자를 제외한 170례의 고경(전두고외 26항목) 방사경(두최대장외 22항목) 및 폭경(안최대폭외 18항목)등 총 69항목을 측정한 후 이를 분석하여 체질별 상이점을 도출하였다. 3. 결과 : 체질별 두면부의 형태학적인 특징을 수치화하여 설명할 수 있게 되었고, 나아가 직관적이고 전일적인 형태를 구체화시킬 수 있는 특징을 도출할 수 있었다. 4. 결론 : 이상의 결과를 이용하여 체질별 각 부분의 형태를 계량화하여 비교 설명하고, 이를 이용하여 체질판별공식을 만들었다.

• 한국운동역학회지
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• 제17권2호
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• pp.31-40
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• 2007

Proper weight shifting is essential for a successful shot in golf swing and this could be described by means of the ground forces between the feet and ground. It is assumed that the ground forces would different according to the club used because the length and swing weight of each club is different. But, in present, it is not clear what changes are made by the change of clubs and this affect the swing motion. Therefore this study focused on the investigation of the changes of the ground forces and ground reaction forces (GRF) by the change of club length. The subjects were three professional male golfers. Four swings (driver, iron 3, iron 5, and iron 7) for each subject were taken by two high speed video cameras and two AMTI force platforms were used to measure the GRF simultaneously. Kwon GRF 2.0 and Mathcad 13 software were used to post processing the data. Changes of the three major component of GRF (Vertical, lateral, anterior-posterior force) at 10 predefined events were analyzed including the maximum. Major findings of this study were as follows. 1. Vertical forces; - There were no significant changes until the top of backswing. - Maximum was occurred at the club horizontal position in the downswing for both feet. The shorter club produced more maximum forces than longer ones in the left foot, but reverse were true for the right foot. - Maximum forces at impact shows the same patterns. 2. Lateral forces; Maximum was occurred at the club horizontal position for both feet, but there were no lateral forces because the direction of two forces was different. Maximum force pattern by different clubs was same as the vertical component. 3. Anterior-posterior forces; - This component made a counter-clock wise moment about a vertical axis located between two foot until the club vertical position was reached during the backswing, and reverse moment were produced when the club reached horizontal at the downswing. - Also this component made a forward moment about a horizontal axis located in the CG during the fore half of the downswing, and a reverse moment until the club reached vertical at the follow through phase. Maximum was occurred at the club vertical in the downswing for both feet. The longer club produced more maximum forces than shorter ones for both feet.

• 대한기계학회논문집B
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• 제24권7호
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• pp.957-966
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• 2000

The effect of rotation on the discharge coefficient of orifices with various length-to-diameter ratios and two different inlet corner radii was studied. Length-to-diameter ratios of the orifices range from 0.2 to 10, while the inlet shapes are square edged, or round edges of radius-to-diameter ratio of 0.5. From the experiment, we found that rotational discharge coefficient and Rotation number, when based on ideal exit velocity of the orifice considering momentum transfer from the rotor, describe the effect of rotation very well. In this study, the discharge coefficients of rotating orifices are shown to behave similar to those of the well-known non-rotating orifices. For both rotating and non-rotating orifices, the discharge coefficients increase with the length-to-diameter ratio until a maximum is reached. The flow reattachments in the relatively short orifices are responsible for the increase. The coefficient then decreases with the length-to-diameter ratio due to the friction loss along the orifice bore. The length-to-diameter ratio that yields maximum discharge coefficient, however, increases with the Rotation number because the increased flow-approaching angle requires larger length-to-diameter ratio for complete reattachment. The length-to-diameter ratio for complete reattachment is shorter for round edged orifices than that of square edged orifices by about a unit length-to-diameter ratio.

• 콘크리트학회지
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• 제6권2호
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• pp.169-179
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• 1994

주택건설은 극심한 건축자재 부족과 인력수급등의 많은 어려움을 격고 있는데, 이에 대한 문제의 해결방은 중 하나로 철근콘크리트 공사에서 철근의 가공조립공정을 보다 간소화하면서 그 기능의 효율성을 높이는 방법으로 구조용 용접철망과 루프형 용접철망을 이용한 공법이 제기되고 있다. 본 연구에서는 일방향 슬래브에 콘크리트 예상 압축강도가 $210kg/cm^2$일 때, 최대균열폭과 소성변형 능력에 영향을 미치는 요인인 사용철근의 종류, 최소철근비를 기준으로 한 인장철근비(${\rho}t$), 주변지지조건, 겹이음길이의 4가지 주요변수로 하여 슬래브의 구조적 특성 및 휨거동을 파악하는데 그 목적을 두었다. 연구결과, 소성변형능력은 이형철근을 사용한 슬래브가 용접철망을 사용한 슬래브보다 월등히 큰 것으로 나타났고, 겹이음된 슬래브에서는 겹이음길이 30D가 적절한 것으로 나타났다. 또한 최대균열폭은 용접철망과 루프형 용접철망을 사용한 슬래브가 이형철근을 사용한 슬래브 보다 균열폭을 억제하는 것으로 나타났다.

• 한국인터넷방송통신학회논문지
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• 제17권1호
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• pp.13-18
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• 2017

인터넷기술의 발전에 따라 데이터를 보호하려는 연구가 점점 중요하게 되었다. 데이터를 보호하는 방법의 하나로서 본 논문에서는 여원 MLCA(Complemented Maximum Length Cellular Automata) 기법을 이용한 비디오 암호화 방법을 제안한다. 먼저 CA규칙 90/150을 이용해 여원 MLCA의 상태 전이행렬 T를 만든 후, 2D 여원MLCA의 기저영상을 생성한다. 다음, 비디오영상을 다중프레임으로 나눈다. 마지막으로 여원 MLCA 규칙을 이용하여 생성한 기저영상과의 XOR 연산으로 최종 암호화된 비디오영상을 얻게 된다. 이러한 방법은 영상 데이터를 시각화하기 위한 영상의 기본 정보인 픽셀의 값을 변환시키기 때문에 기존의 암호화 방법보다 향상된 암호화 결과를 얻을 수 있다.

• 대한전자공학회논문지SP
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• 제46권4호
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• pp.34-41
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• 2009

본 논문에서는 IBCA(Intermediate Boundary Cellular Automata)에 기반을 둔 여원 MLCA(Maximum Length Cellular Automata)와 2D CAT(Cellular Automata Transform)를 단계적으로 이용하여 영상을 암호화하는 방법을 제안한다. 암호화 방법은 먼저, 여원 MLCA를 이용하여 원 영상의 크기만큼 PN(pseudo noise) 수열을 생성한다. 그리고, 원 영상과 생성된 수열을 XOR 연산하여 여원 MLCA 영상으로 변환한다. 그 후, 게이트웨이 값을 설정하여 2D CAT 기저함수를 생성한다. 생성된 기저 함수를 변환된 여원 MLCA 영상에 곱하여 암호화를 한다. 마지막으로 PSNR(Peak Signal to Noise Ratio) 및 안정성 분석을 통하여 제안한 방법이 높은 암호화 수준의 성질을 가졌음을 검증한다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.579-584
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• 1998

The purpose of this study is to evaluate the flexural strengthening effects of RC beams reinforced with carbon fiber sheets (CFS) in variable of strengthening amount and anchorage length of CFS. This study can be summarized as follows. The CFS shares the tensile stress such as rebar during loading test. Also, as the strengthening amount of CFS is increased, the maximum flexural strength of RC beams reinforced with CFS is increased. Therefore, it is confirmed that the CFS's strengthening method is very effective to improve the flexural strength of RC beams. The maximum flexural strength of RC beams with CFS is determined by bond failure between CFS and concrete surface. So, the evaluation of CFS's strengthening effect can be calculated using the tensile stress of CFS which is peeling. When the anchorage length of CFS. But, in case of same anchorage length of CFS, when the strengthening amount of CFA is increased, the ductility is decreased. Therefore, it is considered that the anchorage of CFS in the end zone is necessary.

• 한국안전학회지
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• 제27권4호
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• pp.43-49
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• 2012

In the design of high speed railway bridges is important a impact factor as a tool of assessing the dynamic capacitys of bridges. However, the impact factor(or dynamic amplification factor, DAF) of high speed railway bridges may essentially be changeable because the dynamic response is affected by the long train length(380 m), number of axles and high speed velocity(300 km/h)(Korea Train eXpress: KTX). Therefore, on this study will be examined the dynamic capacity and stability of the typical PSC Box Girder of high speed railway bridge. At first, the static/dynamic analysis is performed considering the axle load line of KTX based upon existing references. Additionally, the KTX moving load is transformed into the dynamic time series load for conducting various parameter studies like axle length, analytical time increment, velocity of KTX. The time history analysis is repeatedly performed to get maximum dynamic responce by varying axle load length, analytical time increment, velocity of KTX. The study shows that dynamic analysis has resonable results with optimal axle load length(0.6 m) and time increment(0.01 sec.) and maximum DAF and dynamic resonance happens at 270 km/h velocity of KTX.