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.

실무활용을 위한 Manning 조도계수 관계식의 결정

이종석,오지은,박영주,정재훈,Lee,Jong Seok,Oh,Gi Eun,Park,Young Joo,Jung,Jae Hoon 한국방재학회 2012 한국방재학회논문집 Vol.12 No.1

본 연구는 Manning 조도계수의 실무활용을 위해 자연하천 1,875개와 식생하천 739개를 합한 2,614개 현장실측자료를 사용해 회귀 분석에 의하여 관계식을 결정하였다. Box-Wishker 분석에 의한 현장자료의 Manning 조도계수 분포는 자연하천의 179개 모래 자료에서 0.004~0.151, 992개 자갈 자료에서 0.008~0.250, 651개 조약돌 자료에서 0.015~0.327, 53개 호박돌 자료에서 0.023~0.444로 나타났고, 식생하천의 281개 초본 자료에서 0.015~0.250, 150개 관목 자료에서 0.016~0.250, 308개 교목 자료에서 0.018~0.310으로 각각 나타났다. 중요한 경향은 조도계수와 유량, 마찰경사 및 상대 잠수비 간의 관계로부터 얻었다. 자연하천과 식생하천에 대한 Manning의 조도계수 관계식은 유량과 마찰경사를 함수로 하는 멱함수 형으로 유도되었고, 무차원 전단속도 관계식은 상대 잠수비 관계로부터 얻었다. 현장실측 Manning 조도계수의 분포와 이들 관계식은 수공 실무에 유용하게 사용될 수 있을 것이다. This study is determined to use with the hydraulic engineering field of relationships for Manning roughness coefficient by the regression analyzing the field measurements of flow resistance data which consist of the total 2,614 rivers for 1,875 and for 793 data in natural and vegetated rivers. The measured distribution of Manning roughness coefficients by the Box-Whisker Plots show the values which ranges from 0.004~0.151 for 179 sand, 0.008~0.250 for 992 gravel, 0.015~0.327 for 651 cobble, 0.023~0.444 for 53 boulder in natural rivers, and also from 0.015~0.250 for 281 grass, 0.016~0.250 for 150 shrubs, 0.018~0.310 for 308 trees in vegetated rivers, respectively. Significant trends are obtained between Manning roughness coefficients and flow discharge, friction slope and relative submergence. The regression equations for Manning roughness coefficients derived as the power law form with a function of the flow discharge and the friction slope, and the equations for dimensionless shear velocity developed as a relation of the relative submergence in natural and vegetated rivers. Relationships of these semi-empirical and Manning roughness coefficients in field measurements can be useful for hydraulic engineering practice.

트랜치 에미터 전극을 이용한 수직형 NPI 트랜치 게이트 IGBT의 전기적 특성 향상 연구

이종석,강이구,성만영,Lee Jong-Seok,Kang Ey-Goo,Sung Man-Young 한국전기전자재료학회 2006 전기전자재료학회논문지 Vol.19 No.10

In this paper, Trench emitter electrode IGBT structure is proposed and studied numerically using the device simulator, MEDICI. The breakdown voltage, on-state voltage drop, latch up current density and turn-off time of the proposed structure are compared with those of the conventional trench gate IGBT(TIGBT) structures. Enhancement of the breakdown voltage by 19 % is obtained in the proposed structure due to dispersion of electric field at the edge of the bottom trench gate by trench emitter electrode. In addition, the on-state voltage drop and the latch up current density are improved by 25 %, 16 % respectively. However increase of turn-off time in proposed structures are negligible.

악교정 수술후 혈액학적 변화에 대한 연구

이종석,고승오,정길중,임대호,백진아,신효근,Lee, Jong-Seok,Ko, Seung-O,Jeong, Kil-Jung,Leem, Dae-Ho,Baek, Jin-A,Shin, Hyo-Keun 대한악안면성형재건외과학회 2007 Maxillofacial Plastic Reconstructive Surgery Vol.29 No.2

Moderns have desire likely to be further good-looking concomitant with a qulitative advancement of the life. Orthognathic surgery for the correction of dentofacial deformities is a common elective procedure. It's possible to occur many complication during the operations and especially, an excessive bleeding of those may be fatal and so a tranfusion is performing for the prevention and management of that. The most notable of these for reduction of blood loss is the utilization of induced hypotensive anesthetic technique to reduce the mean arterial pressure between 55 and 60 mmHb. Another method for dealing with blood loss following orthognathic surgery is the transfusion of blood obtained as an autologous tranfusion or from banked blood. Some of the disadvantage of banked blood are overcome with the use of predeposited autologous transfusion. But currently, surgeons try so that even autologous transfusion may not transfuse the patients. We made a comparative study of hematologic change and transfusion requirement based on a series of 200 patients who had an orthognathic surgical procedure at Chonbuk National University during the period 2001-2005. This study is to make a comparative analysis of an post-operative hematologic (Hemoglobin, Hematocrit, Red blood cell) change and duration of the procedure under induced hypotensive anesthesia in healthy orthognathic patients.

북한 '사회주의 건축'에 대하여

이종석,Lee, Jong-Seok 한국건설관리학회 2016 한국건설관리학회 논문집 Vol.17 No.2

수집 ㆍ 선별업체 지원 확대해야...

이종석,Lee, Jong-Seok 한국자원재생재활용연합회 2004 재활용회보 Vol.2 No.-

출판저널 칼럼

이종석,Lee, Jong-Seok 대한출판문화협회 1987 출판저널 Vol.8 No.-

대체수자원개발 국내외 시장 분석

이종석,Lee, Jong-Seok 한국수자원학회 2016 물과 미래(한국수자원학회지) Vol.49 No.5

충적하천(沖積河川)의 수로양상(水路樣相)에 따른 유사(流砂) 및 흐름특성(特性)

이종석,이대철,배동만,차영기,Lee, Jong Seok,Lee, Dae Cheol,Pai, Dong Man,Cha, Young Kee 대한토목학회 1994 대한토목학회논문집 Vol.14 No.5

This paper aims to develop the numerical model for prediction of the channel migration by analyzing of sediment and flow characteristics with patterns of channel in alluvial rivers. Flow in rivers constitutes to be the meandering or the braided form and rarely straight channel through morphologically stable patterns with mutual actions between the flowing water and bed materials. In order to develop the model for simulation of the channel migration, the channels are divided into two types with positive or negative sign by the direction of curvature radius of the centerline channel ($r_c$). That is, the single bend-channel consists of only one curvature of positive or negative sign and the multi-bend channel consists of two more curvatures of positive or negative sign, respectively. The model analyzes the sediment and flow characteristics under the influence of superelevation, spiral motion, irregularity in bed topography and depth-averaged velocity of channels. For reliability of this model, the single bend-channel and the multi bend channel are compared with experiment data in other models and the measured field data in the Keum-River, respectively. As a result, the both com parisians turn out to be excellent. 본 논문은 충적하천에서 수로의 양상조건에 따른 유사 및 흐름특성을 해석함으로써 수로의 변이를 예측할 수 있는 수치모형을 개발하기 위한 연구이다. 하천의 흐름은 하상 및 제방재료 특성과의 상호작용에 의해 복잡한 관계를 이루면서 수로변이를 통하여 형태학적으로 안정적인 형상을 유지하고 흐르기 때문에 대부분의 경우 직선형수로는 드물고 사행 또는 망류상을 이루고 있다. 본 연구에서는 수로변이를 모의할 수 있는 모형을 개발하기 위해 수로중심선 곡률반경 $r_c$값의 양과 음의 부호수에 따라 수로를 구분 즉, $r_c$의 양 또는 음의 값이 하나 만으로 이루어진 단만곡수로(single-bend channel)와 양과 음이 둘 이상의 값을 갖는 복만곡수로(multi-bend channel)로 구분하여 이들 수로에서의 편수위상승, 나선운동, 하상 및 수심평균유속의 불규칙 현상의 영향에 의한 유사이동과 흐름특성을 해석한다. 단만곡수로는 타 _모형의 실험자료와 복만곡수로는 금강의 매포수위관측소를 시점으로하는 연구구간에서 실측치 현장자료와 비교분석함으로써 본 모형의 적용성을 검증하였으며, 그 결과는 대체로 잘 일치하는 것으로 나타났다.

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.