• 월간 기계설비
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• s.114
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• pp.27-32
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• 2000

• TTA Journal
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• s.155
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• pp.78-83
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• 2014

• The Bulletin of The Korean Astronomical Society
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• v.22
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• pp.9.2-10
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• 1997

• Proceedings of the KGS Conference
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• 2002.05a
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• pp.188-191
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• 2002

• Journal of the Society of Disaster Information
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• v.11 no.2
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• pp.287-296
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• 2015

In this study, international standards in disaster management and the management of the relevant International Standards Organizations(ISO), in particular ISO / TC 292 (Security- Safety) research subcommittee to look at international standards of relevant international standards for disaster management trends, each international domestic law related to the standard were researched. National Disaster Management Authority as a Ministry of Public Safety and Security (formerly the National Emergency Management Agency) has continued to prepare a plan for applying national disaster management relevant to the international standards. As the disaster management international standard continues to be established, disaster management agencies need to continue to keep pace with the international community to find ways to introduce international standards.

• Bulletin of the Korean Space Science Society
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• 2011.04a
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• pp.21.1-21.1
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• 2011

우리는 분리형 쌍성 11개(원궤도 7개, 타원궤도 4개), 반분리형 쌍성 7개와 접촉형 쌍성 9개(근첩촉형 3개, 접촉형 2개, 초과 접촉형 4개)를 포함하는 27개의 다양한 종류의 표준식쌍성의 분석하여 절대량을 구하였다. 표준 식쌍성은 식쌍성의 광도곡선이 적어도 두 파장 영역 이상에서 그리고 모든 위상에서 골고루 관측되었고, 쌍성의 두 구성원 별에 대하여 시선속도 곡선이 발표된 식쌍성, 즉, 이중분광선 식쌍성 (Double line spectroscopic eclipsing binariy)으로 정의한다. 우리는 표준식쌍성의 370개의 후보에 대하여 문헌을 조사하여 관측 데이터를 확보 하였다. 이중에서 시선속도곡선과 광도곡선 자료가 동시에 존재하는 식쌍성은 80개이다. 이번 연구에서 우리는 표준식쌍성의 관측 질을 고려하여 27개의 식쌍성을 선택하여 절대량을 계산하였고, 이전 연구자들이 발표한 절대량과 비교 하였다. 이 논문에서 제시한 표준식쌍성의 유용성을 확인하기 위해 소마젤란은하에서 발견한 식쌍성의 광도곡선을 분석하여 측광학적인 해를 구하는 작업을 수행하였다. 이를 위하여 표준 식쌍성을 식쌍성의 종류별로 구분하고, 소마젤란은하에서 발견된 식쌍성 20여개를 선정하였다. 선정된 식쌍성을 표준식쌍성의 광도곡선과 형태를 비교하여 초기값을 결정하였고, 반복적인 차등보정법으로 측광학적인 해를 구하였다. 이 논문에서 제시한 표준식쌍성이 소마젤란은하에서 발견된 식쌍성들의 광도곡선의 형태를 대부분 포함하는 다양한 분포로 형성되어 있고, 이에 따른 측광학적인 해가 관측과 잘 일치함을 보여주고 있다.

• Proceedings of the Korean Information Science Society Conference
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• 2004.10c
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• pp.481-483
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• 2004

다양한 동영상 압축표준에서 압축효율을 높이기 위해 1/2 화소를 이용한다. 1/2 화소는 프레임 간 참조시 압축 효율을 높이기 위한 프레임 내 화소를 연산하여 생성되는 가상의 값이며 이 연산식은 표준에 따라 다르다. MPEG-2에서 H.264로의 포맷 변환시 이 1/2 화소값의 차이로 인해 MPEG-2의 모션벡터와 움직임 보상된 값을 그대로 사용할 수 없게 된다. 본 논문에서는 MPEG-2의 모션벡터를 그대로 사용하고 DCT(Discrete Cosine Transform) 도메인에서 두 표준의 화소값의 차이를 보정하는 기법을 제안한다. 제안된 기법은 픽셀 도메인의 창조 블록을 이용하여 보정 할 위치를 찾고 두 표준의 1/2 화소 계산식의 차이를 이용하여 보정 할 값을 구하게 된다. 구해진 보정 값을 DCT하여 DCT 도메인의 현재 블록에 더하여 보정하게 된다. 이 기법은 모든 블록의 값을 완벽하게 보정할 수는 없지만 두 표준 간 차이값이 큰 1/2 화소를 보정할 수 있으며 IDCT라 DCT로 인한 화질 열화도 감소된다 또한, DCT 상태에서 보정을 수행하므로 픽셀 도메인에서 보다 약 7%의 계산복잡도도 낮출 수 있다.

• KOREAN JOURNAL OF CROP SCIENCE
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• v.36 no.2
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• pp.107-111
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• 1991

This study was conducted to define the effect of 2, 4-D foliar application on the plant growth. photosynthesis ability and ethylene gas production of the ginseng plant. Neither abnomal foliar changes occured nor any inhibition in the leaf and stem growth was resulted for the plants treated with 2,4-D concentrated three times of the recommended dosage. The angle of petiole to the stem became wider by 2, 4-D foliar application. The higher concentration treatment of 2,4-D made the petiole angle significantly wider. Foliar application of the herbicide 2,4-D inhibited photosynthesis of the ginseng leaf. The inhibition rate of photosynthesis was significantly increased with the application concentration of 2, 4-D. Inhibition in photosyn-thesis ability by 2,4-D application with doubled concentration was recovered in three days after treatment. When 2,4-D was treated with a concentration tripled the recommended dosage, 12 days were needed to recover the photosynthesis ability of the ginseng leaf. Ethylene gas was not detected from the ginseng plants treated with 2 times concentrated 2, 4-D. However, the ginseng plants produced 0.03-0.04 ppm ethylene gas when the application rate was increased 3 times. The amount of ethylene gas produced by ginseng plant treated with 3 times concentrated 2, 4-D was only 1/20 compared with the amount produced by the soybean plant treated with the recommended dosage of 2, 4-D.

• Korean Journal of Environmental Agriculture
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• v.1 no.2
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• pp.116-122
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• 1982

Investigation on the water quality of Hwangguji River and experiment on the effects of nitrogen and soil improvements were carried out in the paddy field irrigated with polluted water of the river. The obtained results are as follows: 1) Amount of COD and $NH_4-N$ in water of the river were 54 ppm, 65 ppm, during the seeding time, and were 52 ppm, 512 ppm during the transplanting time respectively. Their concentrations were over the standard levels. It seemed that the water pollution was mainly caused by organic waste matters. 2) It seemed that the effective nitrogen level was $7{\sim}8$kg/10a in the paddy field irrigated with polluted water of the river. 3) The rice yields of potassium twice quantity application plot with N.P.K. fertilizer, the calcium application plot with N.P.K. fertilizer and the combined plot with potassium, wallarstonite, calcium and fresh straw, were increased 4, 5 and 8%, respectively, than that of the N.P.K. fertilizer standard level plot.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.12
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• pp.677-685
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• 2018

In construction, schedule management is the basic but important step, for the effective schedule management, the preparation of the reasonable schedule table should be prioritized. In the design stage, the optimal construction period can be selected through comparison of various conditions and construction methods considering weather conditions and site characteristics. But, At the planning phase, it is difficult to select the effective method and calculate the proper construction period by the basic data(D/B) analysis. In this paper, the construction method considering characteristics of each type and conditions of existing city was selected. For the reasonable duration calculation, we analyzed the unit schedule for RC method for open type and Shield TBM method for tunnel type. The normal project duration of construction assuming of 1,200m of extension and every 200m of ventilation was prepared by integrating each unit schedule. It was analyzed that it took 893 days for the open type and 616 days for the tunnel type. The results of this study will help to make type selection and normal project duration more easily in the planning phase. If it is linked to the design stage, it will be easy to estimate the process and construction cost.