유전자변형식물의 검정기술 개발 현황

김재환,김영록,김해영,Kim, Jae-Hwan,Kim, Young-Rok,Kim, Hae-Yeong 한국식물생명공학회 2011 식물생명공학회지 Vol.38 No.2

1994년 처음으로 GM 토마토인 Flavr Savr가 시장에 나온 이후, 2010년 현재 140여 품목의 GM식물이 전 세계적으로 상업화되었다. GM식물들에 대한 안전성 승인여부의 확인 및 표시제관리를 위하여 이들 GM식물내로 도입된 삽입유전자의 정보를 이용한 검정방법이 도입되었으며, 또한 도입유전자의 발현된 단백질을 분석하기 위하여 정성 및 정량을 위한 면역학적 방법이 도입되었다. 본 총설에서는 국내 외적으로 개발된 콩, 옥수수, 카놀라, 면화 등의 GM식물에 적용된 multiplex PCR, real-time PCR 방법과 최신 개발 중인 microarray, 나노기술 등을 활용한 방법들을 조사하였다. Since the first commercial GM plant, the FlavrSavr tomato, authorized in 1994, more than 140 GM plants were authorized for marketing globally. For the authorization and labelling of GM plants, the detection methods for genes introduced and proteins expressed in GM plants were developed qualitatively and quantitatively. This review presented the detection methods, conventional PCR, multiplex PCR and real-time PCR, for soybean, maize, canola and cotton as the dominant GM plants. Also, microarray assay and nanotechnology as new approaches for detection methods for GM plants were investigated.

망목 구조 변화에 따른 에폭시 수지의 유전 특성에 관한 연구

김재환,손인환,심종탁,김경환,김명호,최병옥 ( Jae Hwan Kim,In Hwan Son,Jong Tak Shim,Kyung Hwan Kim,Myung Ho Kim,Byung Ok Choi ) 한국전기전자재료학회 1997 전기전자재료학회논문지 Vol.10 No.7

암석 재질에 따른 보존처리제의 현장 적용성 평가

김재환,한민수,이장존,송치영,이재만,김민지,이명성,Kim, Jae-Hwan,Han, Min-Su,Lee, Jang-Jon,Song, Chi-Young,Lee, Jae-Man,Kim, Min-Ji,Lee, Myeong-Sung 국립문화재연구소 2009 保存科學硏究 Vol.30 No.-

Stone cultural heritages are mostly situated in field, so they are damaged from mechanical, chemical and biological weathering, and their degree of strength is also weaken. Therefore, the scientific conservation of the stone cultural heritages are necessary in order to the long-term maintenance and safety conservation. In this study, we attempt to estimate on the field application of consolidants which are Wacker OH 100, Remmers KSE 300 and 1T1G according to the quality of the rocks. Based on the ultrasonic velocity, conditions of weathering damage before treatment are mainly ranked completely weathering condition (CW) or partly highly weathering condition (HW). After the first treatment, weathering damage conditions are changed by the high weathering condition (HW). These results shows that the internal pores of stone are filled with consolidant materials, so average ultrasonic velocities increases after treatment. And Remmers KSE 300 which is consolidant material is highest rate of increase of average ultrasonic velocities.

무기체계 임베디드 소프트웨어에 대한 TFM 기반 시스템 테스트 모델 설계 및 적용

김재환,윤희병,Kim, Jae-Hwan,Yoon, Hee-Byung 한국정보처리학회 2006 정보처리학회논문지D Vol.13 No.7

In this paper we design the system test model for the weapon system embedded software based on the Time Factor Method(TFM) considering time factors and suggest the results through the case study. For doing this, we discuss the features, system tests and the object-oriented model based UML notations of the weapon system embedded software. And we give a test method considering time factors, a measuring method to time factors, and a test case selection algorithm as an approach to the TFM for designing the system test model. The TFM based system test model consists of three factors (X, Y, Z) in the weapon system embedded software. With this model, we can extract test cases through the selection algorithm for a maximum time path in 'X', identify the objects related to the Sequence Diagram in 'Y' and measure the execution time of each objects which is identified by the Timing Diagram in 'Z' Also, we present the method of extracting the system test cases by applying the proposed system test model to the 'Multi-function missile defense system'. 본 논문에서는 무기체계 임베디드 소프트웨어의 시간 요소를 고려한 TFM(Time Factor Method) 기반의 시스템 테스트 모델을 설계하고, 적용사례를 통하여 결과를 제시한다. 이를 위해 무기체계 임베디드 소프트웨어의 특징과 시스템 테스트 그리고 객체지향 모델의 표현방법인 UML 표기법에 대하여 알아보고, 시스템 테스트 모델 설계를 위한 TFM 접근 방법으로 시간 요소를 고려한 테스트 방법과 시간 요소 측정 방법 그리고 테스트 케이스 선정 알고리즘을 제시한다. 무기체계 임베디드 소프트웨어의 TFM 기반 시스템 테스트 모델은 세 가지 요소 (X,Y,Z) 로 구성되며, 'X' 에서는 최대시간경로를 선정하는 알고리즘을 통해 테스트 케이스가 도출되고, 'Y' 에서는 Sequence Diagram과 관련된 객체를 식별하고, 'Z'에서는 Timing Diagram을 통하여 식별된 각 객체들의 실행시간을 측정한다. 또한 제안한 W:M 기반 시스템 테스트 모델을 '다기능 미사일 방어시스템'에 적용하여 테스트 케이스를 추출하는 방법을 제시한다.

멀티웨이블릿 변환영역에서 계수정규화를 이용한 Soft-Threshold 기법의 영상신호 잡음제거

김재환,우창용,박남천,Kim, Jae-Hwan,Woo, Chang-Yong,Park, Nam-Chun 한국융합신호처리학회 2007 융합신호처리학회 논문지 (JISPS) Vol.8 No.4

웨이블릿 축소 기법으로 영상신호의 잡음을 제거할 때, 웨이블릿 계수들이 상관관계를 갖는 경우 잡음제거 효과가 저하된다. 멀티웨이블릿 변환된 계수 들은 사전 필터의 영향으로 상관관계를 갖게 된다. 이러한 문제점을 해결하기위해 V Sterela에 의해 Universal 경계 값 적용을 위한 사전 필터를 새로 설계하거나 가중 값을 적용하는 기법이 제시되었다. 본 논문에서는 멀티웨이블릿 변환 영역에서 웨이블릿 축소 기법의 잡음제거 효과를 향상시키기 위해, 대역의 계수를 추정된 잡음편차로 나누는 계수 정규화기법을 Universal, SURE 및 GCV 경계 값에 적용하여 잡음을 제거하는 시도를 하였다. 각 경계 값들에 대한 PSNR을 비교하여 이 기법의 실용성을 확인하였다. In case of wavelet coefficients have correlation, in image signal denoising using wavelet shrinkage denoising method, the denoising effect for the image signal is reduced when the wavelet shrinkage denoising method is used. The coefficients of multiwavelet transform have correlation by pre-filters. To solve the degradation problem in multiwavelet transform, V Sterela suggested a new pre-filter for the Universal threshold or weighting factors to the threshold. In this paper, to improve the denoising effect in the multiwavelet transform, the coefficient normalizing method that the coefficient are divided by estimated noise deviation is adopted to the transformed multiwavelet coefficients in the course of wavelet shrinkage technique. And the thresholds of universal, SURE and GCV are estimated using normalized coefficients and tried to denoise by the wavelet shrinkage technique. We compared PSNRs of denoised images for each thresholds and confirmed the efficiency of the proposed method.

열충격 시험에 의한 암석의 물성변화

김재환,이명성,이재만,이미혜,박성미,Kim, Jae-Hwan,Lee, Myeong-Seong,Lee, Jae-Man,Lee, Mi-Hye,Park, Sung-Mi 국립문화재연구소 2010 保存科學硏究 Vol.31 No.-

This study were performed thermal shock test for four kind of different rocks (Iksan granite, Namsan granite, Jeongseon marble, Yeongyang sandstone), and according to heating temperature($400^{\circ}C$, $600^{\circ}C$) on samples were investigated physical properties such as specify gravity, porosity, p-wave velocity. As a result, the tendency was appeared that porosity increased, and specific gravity and p-wave velocity decreased at a more higher temperature. But, the situation of change appeared characteristic according to temperature and rock types. In the case of Yeongyang sandstone, it appeared in especially porosity increasing at $400^{\circ}C$. The specific gravity was little change in the all the rock at $400^{\circ}C$ but the decreased at $600^{\circ}C$. Therefore the specific gravity in the temperature range is due to the relatively small impact on the change is expected. Porosity of the granite at $400^{\circ}C$ changes little. but marble in the rate of change is large. Conversely, the sandstone porosity decreased. At $600^{\circ}C$ increased porosity in all of rocks. particularly sandstone the smallest increase in porosity. Experiments showed that p-wave velocity measured through dry rocks was sensitive to quantify the thermal damage. The p-wave velocity of all rocks decreased with increasing temperature. In the relation between porosity and p-wave velocity, p-wave velocity decreased with increasing porosity. On the other hand, in case of Yeongyang sandstone p-wave velocity decreased with decreasing porosity. thus, development of microcracks more affects p-wave velocity than porosity. In this study, damage intensity was well explained with porosity and p-wave velocity values depending on temperature increase.

한우 비육우 전업농가 시설투자한계 분석

김재환,김상우,조원모,강희설,조영무,Kim, Jae-Hwan,Kim, Sang-Woo,Cho, Won-Mo,Kang, Hee-Seol,Cho, Young-Moo 한국축산환경학회 1996 축산시설환경학회지 Vol.2 No.2

The objective of this study was to estimate the investment limit in equipment capital by Capital Recovery Method. The data used was collected from 23 Hanwoo(Korean Native Cattle) farms in 1994. The necessary time for herd size expansion was average 5 years from opening(9.7 heads) to 50 heads, 4 years from 50 to 100heads, 3 years from 100 to 150 heads, and 2 years from 150 to 200 heads, respectively. It took 14 years from opening to 200 heads of herd size. The debts for fattening cattle farms were 15.2million won for the size of 50 heads, 37.1 million won for the size of 100 heads and 89.0 million won for the size 200 heads, respectively. Average rates of debt interest were 5.1 % 7.2 and 10.8, correspendingly. As the hear size increased, debt interest rates also increased due to government funds limit. The investment limits in equipment capital perfarm household were 77.7 million won for 50 heads, 135.1 for 100 heads, and 294.3 for 200 heads for 5,500 won per kg liveweight, 70.7 million won for 50 heads, 122.6 for 100 heads and 269.3 for 200 heads for 5,000 won per kg liveweight, 63.6 million won for 50 heads 110.0 for 100 heads and 244.2 for 200 heads for 4,500 won per kg liveweight.

건축과 법률이야기 - 옹벽 축조와 건축허가 등의 요부

김재환,Kim, Jae-hwan 대한건축사협회 2014 建築士 Vol.2014 No.11

특집 4_2009년 식품시장동향 및 2010년 전망 - 커피

김재환,Kim, Jae-Hwan 한국식품산업협회 2010 좋은식품 Vol.213 No.-

천연기념물 제415호 포항 달전리 주상절리의 사면안정성 평가 및 낙석 위험 범위 설정

김재환,강무환,공달용,좌용주,Kim, Jae Hwan,Kang, Mu Hwan,Kong, Dal-Yong,Jwa, Yong-Joo 한국문화재보존과학회 2021 보존과학회지 Vol.37 No.5

포항 달전리 주상절리(천연기념물 제415호, 이하 주상절리)에 대한 사면안정성 평가 및 낙석 시뮬레이션을 통하여 낙석의 최대 에너지, 도약높이, 이동거리를 산출하였으며, 낙석 위험 범위를 설정하였다. 주상절리가 분포하는 사면의 경우 왼쪽(SW)에서 오른쪽(NE)에 이르기까지 93.79°, 131.99°, 165.54°, 259.84°의 경사방향을 가지며 전체적으로 부채꼴의 형상을 하고 있다. 이러한 사면의 경사방향을 따라 4구간으로 구분하였으며, 각 구간별 노출되어 있는 주상절리의 단면에서 개별적인 불연속면의 방향성을 측정한 결과 1구간은 125개, 2구간은 261개, 3구간은 262개, 4구간은 43개로 확인된다. 평사투영법을 이용한 각 구간별 사면 안정성 평가 결과, 평면 및 전도파괴 영역에 해당되나 이는 노출된 주상절리면의 개별 방향성에 대한 해석 결과로 주상절리에 대하여 평면 및 전도파괴의 가능성을 진단하기 어렵기 때문에 현재에도 발생되고 있는 낙석으로부터 위험 가능성을 평가하는 것이 바람직한 것으로 판단된다. 또한 낙석 시뮬레이션을 통해 측정된 낙석의 최대 이동거리는 약 66 m이며, 낙석 위험 범위는 사면 아래 전 영역이 해당됨을 알 수 있다. 따라서 이러한 낙석의 거동은 지형학적 요인에 의해 다양한 방향으로 굴러떨어져 낙하지점을 예측하기 힘들기 때문에 낙석으로부터 안정성 확보를 위한 낙석 방지시설 설치를 제안하고자 한다. In this study, we evaluated the slope stability of the Pohang Daljeon-ri columnar joint (Natural Monuments # 415) and calculated the maximum energy, jumping height and moving distance of rockfalls using a simulation. Based on the results, we established the range of rockfall risk. The slopes of the Pohang Daljeon-ri columnar joint have dip directions of 93.79°, 131.99°, 165.54° and 259.84° from left (SW) to right (NE). Furthermore, they have a fan-like shape. The Pohang Daljeon-ri columnar joints are divided into four sections depending on the dip direction. The measurement results of the discontinuous face show that zone 1 is 125, zone 2 is 261, zone 3 is 262, zone 4 is 43. The results of slope stability analyses for each section using a stereographic projection method correspond to the range of planar and toppling failure. Although it is difficult to diagnose the type of failure, risk evaluation of currently falling rocks requires further focus. The maximum movement distance of a rockfall in the simulation was approximately 66 m and the rockfall risk range was the entire area under slope. In addition, it is difficult to forecast where a rock will fall as it rolls in various directions due to topographic factors. Thus, the installation of measures to prevent falling is suggested to secure the stability based on the results of the rockfall simulations and its probabilistic analysis.