PDA를 이용한 터널막장면 정보처리시스템 개발

이준석,이현석,김종규,이상수,Lee, J.S.,Lee, H.S.,Kim, J.G.,Lee, S.S. 한국터널지하공간학회 2005 터널기술 Vol.7 No.1

사회 전반에 걸친 디지털 혁명에 따라 IT를 기반으로 하는 다양한 정보화 터널시공기법이 개발되고 있으며 터널시공시 의사결정체계의 일환으로 적용되고 있다. 따라서 본 연구에서는 PDA를 이용한 터널시공의 정보화에 대하여 기술하였으며, 특히 시공중 발생하는 각종 막장면 데이터를 실시간으로 입 출력 및 저장하고 이를 기반으로 지보패턴을 결정할 수 있는 의사결정체계를 구축하였다. 이를 위하여 무선 네트워크, 이동식 컴퓨터, CDMA 및 디지털카메라 등 최근 정보통신을 바탕으로 한 막장면 매핑자료의 실시간 데이터 수집 및 해석, 디지털 매핑등이 가능한 PDA용 S/W를 개발하였으며 현장적용에 대하여 고려하였다. 향후에는 실제 시공시 사용된 지보방법 및 소요 지보량을 함께 저장할 수 있는 DB를 구축하는 한편 현장적용을 통한 feedback 결과에 대하여 연구가 지속될 예정이다. Due to fast development of digital equipments, various information techniques have been applied to the tunneling and a decision aid system based on IT has also been used during excavation stage. A PDA based informative tunneling method is, therefore, studied in this paper and the decision aids for tunneling using digital face mapping data as well as geologic information in terms of digital data is developed. For this, wireless network, mobile computer, CDMA and digital camera have been combined to generate the digital map of the tunnel face and reinforcement or excavation pattern can be estimated based on digitalized geologic conditions. Future studies will be concentrated on the enhancement of the PDA S/W so that reinforcement method as well as the amount of reinforcements can also be stored in the same DB. Furthermore, field application of the S/W will be undertaken and a virtual reality technique will also be introduced to visualize all the tunneling work on the computer monitor.

불안을 동반한 주요우울장애 환자에 대한 뇌파 알파 비대칭의 특성 연구

이준석,양병환,이소희,이승민,Lee, Jun-Seok,Yang, Byung-Hwan,Lee, So Hee,Lee, Seung-Min 대한생물정신의학회 2007 생물정신의학 Vol.14 No.1

Objectives : Studies have reported differences between depressed adults and controls in quantitative measures of EEG alpha asymmetry, but, there are few using Korean subjects. So, the present study compared EEG regional alpha asymmetries of patients having major depressive disorder(MDD) and normal controls. Methods : The subjects in this study were 11 unmedicated unipolar depressed patients and 11 non-depressed, age matched controls. Resting EEG(eyes closed and eyes open) was recorded from each participant using 8 scalp electrodes. Beck Depression Inventory(BDI), 17-item Hamilton Depression Rating Scale(HDRS), Zung's Self-Rating Depression Scale(SDS) and Spielberger's State-Trait Anxiety Inventory(STAI) were used to evaluate depression and anxiety symptoms. Results : The severities of depression measured by self-report questionnaires were positively associated with those of anxiety(state and trait) ; The subjects were both anxious and depressed. Anxious-depressed patients differed from controls in alpha asymmetry at T4 channels. They showed evidence of greater activation over right than left temporal site. Conclusion : These findings are consistent with the previousely reported alpha asymmetry of depressed patients with an anxiety disorder. The failure to find the evidence of reduced right parietal activity in depression is presumed to be due to opposing effects of comorbid anxiety on parietotemporal activity.

침투 및 할렬주입에 의한 지반보강 효과에 관한 연구

이준석,이인모,정형식,이대수,Lee, J.S.,Lee, I.M.,Chung, H.S.,Lee, D.S. 한국터널지하공간학회 2003 터널기술 Vol.5 No.4

본 연구에서는 절리를 포함한 터널주변 암반의 안전성 강화 및 지하수 유입 억제공으로 사용되는 침투그라우팅에 대한 모형화 기법을 제시하고 관련 매개변수 해석을 실시하였다. Bingham 모형을 적용한 시멘트 그라우팅재는 정상류 흐름으로 가정하여 해석의 편의를 도모하였으며 UDEC을 이용한 해석결과, 절리의 두께 및 주입압이 침투그라우팅에 의한 확산범위를 결정짓는 주요 변수임을 확인하였다. 침투그라우팅 모형을 근간으로 할렬그라우팅 해석을 위한 수치모형을 제안하였으며 암반의 인장강도와 점착력이 할렬의 주요변수임을 입증하였다. 한편, 주입후 지반보강효과를 정량적으로 검토하기 위하여 직교 이방성 물성을 계산할 수 있는 알고리즘을 제시하였으며 이 결과 주입후 약 3~4배 정도의 강성도 증진효과를 확인하였다. 향후 본 연구결과는 그라우팅재 주입에 의한 투수계수 저감효과 혹은 지하수 억제공법 등의 설계기법에 적용될 수 있으며 관련 실험도 수행될 예정이다. A practical modeling approach has been proposed in this study to better understand the behavior of penetration grouting which is normally applied to the jointed rock masses to increase the bearing capacity and to reduce the ground water flow into the tunnel. Based on Bingham model together with a steady-state flow of the grout, penetration model is simulated in the commercial package called UDEC and, injection pressure as well as joint thickness are found to be the main parameters to determine the range of grout spread. Another numerical model on fracturing grouting is also suggested and, in this case, the tensile strength as well as cohesion of the rock masses are proven to be the major factors to decide the fracturing mechanism of the rock masses. The reinforcement effect of the grout-reinforced rock masses is calculated from the suggested algorithm on orthotropic material model and it is found that the directional stiffness of reinforced rock masses is increased up to 3 to 4 times compared with original jointed rock masses. Future work will be concentrated on the water control around the tunnel by the grout injection and a model test will also be performed to verify the suggested methods developed in this study.

경항통 환자에 있어서 경추의 전만 감소와 영상의학검사 소견상의 연관성 분석

이준석,이슬지,김은석,한경완,우재혁,김상주,이한,김창연,Lee, Joon-Seok,Lee, Seul-Ji,Kim, Eun-Seok,Han, Kyung-Wan,Woo, Jae-Hyuk,Kim, Sang-Joo,Lee, Han,Kim, Chang-Youn 척추신경추나의학회 2010 척추신경추나의학회지 Vol.5 No.2

Objectives : The propose of this study was to observe the correlation between Cervical hypolordosis and radiological result. Methods : We randomly selected among the 110 patients with X-ray and C-spine MRI films who have visited Jaseng Hospital of Oriental Medicine with neck pain. Radiographic measures of cervical lordosis and herniated disc were collected, and statistically analyzed. Results : In this study, if the finding of a X-ray showed straightening of cervical lordotic curve, based on MRI finging, the amount of herniation was more severe. Conclusions : There was a significant correlation between Cervical hypolordosis and herniated disc. Hypolordosis group complained a severe herniated disc.

소형견 이첨판 폐쇄부전증의 외과적 치료(5)

이준석,Lee, Jun-Seok 대한수의사회 2016 대한수의사회지 Vol.52 No.7

다절점 케이블요소를 이용한 외부 긴장된 강구조 시스템의 기하학적 비선형해석

이준석,김문영,한만엽,김성보,김낙경,Lee, Jun Seok,Kim, Moon Young,Han, Man Yop,Kim, Sung Bo,Kim, Nak Kyung 한국강구조학회 2006 韓國鋼構造學會 論文集 Vol.18 No.6

본 논문에서는 선행논문(김 등, 2005)을 확장하여 다절점 케이블요소를 포함하는 보-기둥 요소의 기하학적 비선형성에 대해서 논의하기로 한다. 먼저 이를 위해서Hermitial 다항식을 형상함수로 채택하고 보-기둥요소의 2차 효과를 포함하는 접선강도행렬에 다절점 케이블-트러스 요소에 대한 접선강도 행렬을 추가하여 전체좌표계에 대한 접선강도행렬을 구성하고 하중증분법에 의한 유한요소 해석과정을 제시한다. 이렇게 새로이 개발된 다절점 케이블-트러스 요소를 포함하는 뼈대 구조물의 기하학적 비선형성과 그 타당성을 검증하기 위하여 IPS(Innovative Prestressed Support) 시스템의 기하학적 비선형 해석을 실시하고 이의 결과를 선형탄성해석의 결과와 비교한다. In this paper, a geometric nonlinear analysis procedure of the beam-column element including multi-noded cable element in extension of companion paper (Kim et al., 2005) is presented. First, a stiffness matrix was derived about the beam-column element that considers the second effect of the initial force supposing the curved shape at each time-step, with Hermitian polynomials as the shape function. Second, the multi-noded cable element was also subjected to the tangent stiffness matrix. To verify the geometric nonlinearity of this newly developed multi-noded cable-truss element, the Innovative Prestressed Support (IPS) system using this theory was analysed by geometric nonlinear method and the results were compared with those produced by linear analysis.

고양이 동맥성 혈전색증의 처치

이준석,현창백,Lee, Jun-Seok,Hyeon, Chang-Baek 대한수의사회 2006 대한수의사회지 Vol.42 No.9

하천에 근접하여 지하차도 신설시 지반공학적 고려사항 - 설계사례를 중심으로 -

이준석,김태형,박기천,김형준,Lee, Jun-Seok,Kim, Tae-Hyeong,Park, Gi-Cheon,Kim, Hyeong-Jun 한국터널지하공간학회 2020 자연, 터널 그리고 지하공간 Vol.22 No.3

CNN 기법의 이미지 학습을 통한 팔굽혀펴기 자세 정확도 측정

이준석,오동한,안경일,Lee, Junseok,Oh, Donghan,Ahn, Kyung-Il 한국멀티미디어학회 2021 멀티미디어학회논문지 Vol.24 No.6

Push-ups are one of the body exercises that can be easily measured anytime, anywhere. As one of the most widely used techniques as a test tool for evaluating physical strength, they are broadly used in various fields, especially in fields that require physical ability to estimate, such as military, police, and firefighters. However, social distancing is currently being implemented, and the issue of fairness has been steadily raised due to subtle differences between measurement. Accordingly, in this paper, the correct posture for each individual was photographed and learned by a high-performance computer, and the result was derived by comparing it with the case of performing the incorrect posture of the individual. If method is introduced into the physical fitness evaluation through the proposed method, the individual takes the correct posture and learns the photographed photo, and measures the posture with several images taken during a given time. Through this, it is possible to measure more objectively because it measures with the merit that can be measured even in the present situation and with one's correct posture.

소형견 이첨판폐쇄부전증의 외과적 치료(2)

이준석,Lee, Jun-Seok 대한수의사회 2016 대한수의사회지 Vol.52 No.4