골종양 절제후 방사선 조사한 자가골을 이용한 재건술

이종석,전대근,김석준,이수용,양현석,Lee, Jong-Seok,Jeon, Dae-Geun,Kim, Sug-Jun,Lee, Soo-Yong,Yang, Hyun-Seok 대한근골격종양학회 1997 대한골관절종양학회지 Vol.3 No.1

PURPOSE : For the reconstruction of large bone defect after tumor resection, it is possible to reuse the bone involved by tumor with some treatment to it. Several bone-reusing methods have been reported such as autoclaving, low-heat treatment(pasteurization) and intraoperative radiotherapy. We have used extracorporeally radiated autogenous bone graft for reconstruction after tumor resection, and analyzed the periods for junctional union, functional results and complications to know the indications of this method. METHODS : From Dec. 1993 to Sept. 1995, nine patients had taken autogenous bone graft with extracorporeal irradiation. Eight cases were osteosarcoma and 1 giant cell tumor. The graft sites were 5 in femur, 3 proximal tibia and 1 femur and tibia. Stage 3 was 1 case(GCT), Stage IIB 3 and Stage IIIB 5. After wide resection, surrounding soft tissue and intramedullary and extramedullary portion of the tumor were removed. Radiation was done in 5000cGy to the resected bone. Ender nails and bone cement were inserted and filled into the medulla to prevent fracture. RESULTS : Average follow-up period was 12.3(4 to 21) months. Average junctional union period in simple X-ray was 6.5 months in 4 cases. Average functional score following Enneking's criteria was 19(12-27). Complications were as follows ; condylar fractures and femur neck fracture in 4 cases, subluxation of the knee joint 3 and infection 1. Although local recurrence was detected in 1 case, the site of recurrence was not in the radiated bone but surrounding soft tissue. At final follow-up, no recurrence was found in one case(GCT), CDF 2, AWD 2, DOD 3, and died of chemotherapy related sepsis 1. CONCLUSIONS : Extracorporeally radiated bone autograft is considered to be a method for reconstruction of the large bone defect made by tumor resection, especially in the reconstruction around the joint.

ASM-IV를 이용한 부유사농도 연직분포의 측정

이종석,맹봉재,차영기,Lee, Jong-Seok,Myeng, Bong-Jae,Cha, Young-Kee 한국방재학회 2006 한국방재학회논문집 Vol.6 No.1

본 연구는 강우시 소하천 수로구간에서 유사농도의 연직분포를 유사량 측정기 (ASM-IV)로 실측하여 그 특성을 분석하고자 한다. 이를 위해 충남 연기군 서면에 위치한 월하천 시점부분의 수로구간을 연구대상으로 선정하였다. 실측된 부유사농도의 분석자료는 상하류구간에서 각각 1시간 11분 30초 및 40분 32초 동안에 2초 간격으로 측정된 2,145개 및 1,216개중 16개씩의 시간구간 자료가 사용되었다. 분석한 결과, 상류구간의 실측치 Rouse 수는 $0.00129{\sim}0.02394$로 분포하고, 평균값은 0.01129로 나타났으며, 하류구간에서는 $0.00118{\sim}0.00822$, 평균값은 0.00436으로 하류의 값이 상류의 값보다는 훨씬 작게 분포하는 것으로 나타났다. 계산치 Rouse 수는 상류구간의 경우 $0.065115{\sim}0.065295$, 평균값은 0.06521로 나타났고, 하류구간의 경우에는 $0.057315{\sim}0.059109$, 평균값은 0.05795로 하류구간이 상류구간보다 약간 작은 값을 갖으나, 실측치 비교에서의 차이보다는 적게 나타났다. 그러나 실측치와 계산치의 비교에서는 상류구간보다 하류구간에서 더 큰 차이를 갖는 것으로 나타났는데, 이 오차는 하류구간의 침강속도 산정시 높은 수온에 대한 동점성계수 값을 본 연구에서 유도한 경험식으로 계산한 것도 원인중의 하나에 포함될 것이다. This study aims to analysis of suspended-load concentration in related to those data by measuring vertical sediments distribution with rainfall using the ASM (Argus Surface Meter)- IV at the channel reach of a upstream and a downstream in small river. The watershed, small river basin where had taken for experimental study was selected, which is a drainage area lied at Walha in Yunkee-Gun, Chungnam Province. Measured data of suspended-load concentration consists of two groups with 2,145 data during 1hr 11min 30sec and 1,216 data during 40min 32sec for measuring time of 2 second in the study reaches at river, respectively. In order to analyze of the vertical concentration distribution, using the data sets are selected the measuring time 16 sets one of these data by random in the study reaches. As a results, the Rouse number of a measured and a calculated value show that a rang of $0.00129{\sim}0.02394$, averaged value of 0.01129 md, a rang of $0.00118{\sim}0.00822$, averaged value of 0.00436 in upstream reaches, and also a rang of $0.065115{\sim}0.065295$, averaged value of 0.06521, and a rang of $0.057315{\sim}0.059109$, averaged value of 0.05795 in downstream reaches, respectively. These difference show that measured Rouse number compared with downstream reach errors of less than in upstream reach, but between measured and calculated of the Rouse number compared with downstream reach errors of more than in upstream reach, respectively. It seems to will be included one of the occurrence errors of variable estimations when Rouse number of calculated value to be made computed by the fall velocity with a high temperature of water using equation of empirical kinematic viscosity was derived in this study.

회원마당-교회와 호스피스 봉사

이종석,Lee, Jong-Seok 한국호스피스협회 2003 한국호스피스협회 Vol.66 No.-

연구발표초록 ( 재료 ) : 세멘트화 제법에 따른 제화용 접착제에 관한 연구

이종석,한상덕,이상신 ( Jong Seok Lee,Sang Duck Han,Sang Sin Lee ) 한국화학공학회 1992 춘계학술발표회 Vol.- No.-

호암갤러리관장 이종석씨의 서가

이종석,Lee, Jong-Seok 대한출판문화협회 1989 출판저널 Vol.47 No.-

실온 자기냉동 재료의 최근 연구개발 동향

이종석,신승훈,Lee, Jong-Seok,Sin, Seung-Hun 대한설비공학회 2005 설비저널 Vol.34 No.12

온수양생을 이용한 초고강도 콘크리트의 강도 조기 추정에 관한 실험적 연구

이종석,명로언,공민호,백민수,이영도,정상진,Lee, Jong-Seok,Myung, Ro-Oun,Gong, Min-Ho,Paik, Min-Su,Lee, Young-Do,Jung, Sang-Jin 대한건축학회 2011 대한건축학회논문집 Vol.27 No.5

In this study, prediction of later-age compressive strength of ultra-high strength concrete, based on the accelerated strength of concrete cured in hot water was investigated. Comparing other acceleration method, hot water curing method is relatively easy and intuitive to use in the real construction site. The amount of time for evaluation of the concrete strength using the hot water curing method in KS and JIS is too long to predict the strength of the ultra-high strength concrete that are used in the tall building structure. For that reason, curing temperature of 40, 50, $60^{\circ}C$ 3 levels were examined to shorten the amount of time for the evaluation of the strength. When curing in warm water, different strength characteristics are verified from the experiment. In case of F3 substituting 30% fly ash in combination, because of the curing temperature sensitivity of fly ash, differences of strength expression velocity was verified according to the curing temperature at the same age. In case of B4 substituting 40% ground granulated blast furnace slag, there were no big strength expression velocity differences of the specimen cured in 3 different level of curing temperature(40, 50, $60^{\circ}C$). The results show reliable accuracy by regression relation between 28day strength cured by standard curing method and accelerated strength of concrete cured in warm water.(y=1x-0.0002 $R^2$=0.9866) As a result, the feasibility of 3day-prediction was confirmed using warm water curing method with accelerated strength of concrete cured for three days in warm water.

우리나라 수자원산업 육성 전략에 대한 제언

이종석,박문형,Lee, Jong-Seok,Park, Mun-Hyeong 한국수자원학회 2016 물과 미래(한국수자원학회지) Vol.49 No.11

總流砂量의 算定을 위한 流砂濃度式의 導出

이종석,김진규,차영기,Lee, Jong-Seok,Kim, Jin-Gyu,Cha, Yeong-Gi 한국수자원학회 1996 물과 미래(한국수자원학회지) Vol.29 No.1

충적수로에서 유사량의 정량적인 산정은 초기운동개념이나 유사이송개념에 의한 방법에 기초하여 구하고 있다. 본는 연구에서는 유사이송개념에 의한 결정방법중의 하나인 회귀분석법에 의해 총유사량을 산정할 수 있는 유사농도에 관한 관계식을 유도하였다. 관계식의 유도에는 135개의 현장자료와 225개의 실험자료가 포함된 360개의 실측자료가 이용되었다. 또한 다중회귀분석법에 의한 관계식은 수심, 평균유속, 수로경사, Froude 수 및 하상재료의 중앙입경을 독립변수로 하여 유도되었다. Quantitative computation of sediment discharge in alluvial channels is conducted by the determined method based on the incipient motion or the sediment transport concept. The derived formulation of sediment concentration in this study was developed in order to compute the total sediment discharge by a regression analysis method, one of the determined methods by the sediment transport concept. The used data set in derived formulation consists of the total 360 data including 135 and 225 measured data in natural channels and experimental channels, respectively. Also, the formulation by the multiple regression analysis was composed of independent bariables of flow depth, mean velocity, channel slope, Froude number and median diameter in bed materials.

PIN 다이오드 - PNP 트랜지스터 결합모델에 의한 1,700 V급 NPT 트랜치 IGBT의 해석에 관한 연구

이종석,경신수,강이구,성만영,Lee, Jong-Seok,Kyoung, Sin-Su,Kang, Ey-Goo,Sung, Man-Young 한국전기전자재료학회 2008 전기전자재료학회논문지 Vol.21 No.10

This paper presents a comprehensive mathematical analysis and simulation of trench IGBT with the help of PIN-PNP combinational model. Since trench IGBT is characteristically influenced by PIN diode, it may be almost impossible to analyze the trench IGBT using PNP-MOS modeling methods, even PIN-MOS techniques which neglect the hole current components coming into p-base region. A new PIN-PNP complementary cooperational model is developed in order to make up the drawbacks of existing models. It would allow us to make qualitative analysis as well as simulation about switching and on-state characteristics of 1,700 V trench IGBT. Moreover, if we improve the PIN diode effects through the optimization of trench structure, trench IGBT is expected to be one of the most promising devices in the not only high-voltage but also high speed switching device field.