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.

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.

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.

가상현실 기반 체험형 콘텐츠 기술동향

이준석,노진아,임석현,이석재,Lee, J.S.,Noh, J.A.,Lim, S.H.,Lee, J.S. 한국전자통신연구원 2012 전자통신동향분석 Vol.27 No.3

21C 지식 기반 정보사회는 급속한 정보통신 기술의 발달에 따라 다양한 분야에서 정보통신 분야의 신기술을 이용하며 더불어 발전한다. 교육 분야에서도 멀티미디어와 같은 정보통신 기술의 사용이 급증하고 있다. 하지만 최신의 정보통신 기술을 교육현장에 적용하는 사례는 드물다. 이에 교육현장에 정보통신 기술을 적용 시 동영상 또는 플래시 기반의 단순한 형태의 교육 콘텐츠의 사용을 벗어나 새로운 고품질의 콘텐츠가 요구되고 있다. 이에 대한 대안의 하나로 실재감과 몰입감을 촉진함으로써, 학습 효과를 향상시킬 수 있는 가상현실 기반 체험형 콘텐츠 시스템의 개발이 시도되고 있다. 본고에서는 가상현실 기반 체험형 콘텐츠 기술의 개발 방향을 모색하기 위하여 국내외 가상현실 기반 체험형 콘텐츠 기술동향, 시스템 사례, 교육적 효과에 대하여 살펴보고자 한다.

Titanium Implant의 Removal Torque에 관한 연구

이준석,김영수,김창회,Lee, June-Seok,Kim, Yung-Soo,Kim, Chang-Whe 대한치과보철학회 1994 대한치과보철학회지 Vol.32 No.1

The concept of biologic attachment of load-bearing implants has developed over the past decades as an alternative to the difficulties associated with long term implantation using mechanical fixation and bone cement. The choice of implant material is also as critical an element as site preparation or insertion procedure. The properties of implants that affect host tissue responses are not limited to chemical composition alone, but also include shape, surface characteristics, site of implantation, and mechanical interaction with host tissues. Initial mechanical interlocking prevents micromotion and may be a prerequisite for direct bone apposition. A hard tightening of screws does not necessarily mean a stronger fixation and final tightening of the fixtures is dependent on the experience of the operator. Removal torque is lower than insertion torque. The purpose of this study was to investigate differences in the removal torques at the bone-implant interface of polished and sandblasted Titanium. This experiment will give insight into important factors that must be considered when interpreting in vivo screwing forces on implants during the connection of the transmucosal abutments. We evaluated the significance of different surface textures by comparison of the withdrawal forces necessary for removal of otherwise identical rough and polished implants of Titanium and also evaluated interfacial response on the light microscopic level to implant surface. And the priority of the area of insertion on osseointegration were evaluated. 9 Titanium implants - among them, 3 were for the developmental - of either a smooth or rough surface finish were inserted in the dog mandible in the right side. 3 months later Kanon Torque Gauge was used to unscrew the implants. The results were as follows : 1. No significant difference was seen in the removal torque due to variation in surface treatment, 23 Ncm for the sandblasted and 23.33 Ncm for the polished surface (p>0.05). 2. Implants in the anterior (25 Ncm) mandible showed better resistance to unscrewing in comparison to ones in the posterior (18 Ncm) region (p<0.05). 3. Developmental fixtures (22 Ncm) had similar pullout strength to the control group (p>0.05).

불안 장애 환자에서 바이오피드백 훈련과 약물치료의 병합 효과 분석 - 임상 특성을 중심으로 -

이준석,오동열,엄수형,소윤섭,전진용,Lee, Jun-Seok,Oh, Dong-Yul,Eom, Su-Hyung,So, Yoon-Seop,Jun, Jin-Yong 대한불안의학회 2006 대한불안의학회지 Vol.2 No.2

Objectives : This study aimed to investigate the therapeutic effect of combined biofeedback training with pharmacotherapy for patients with anxiety disorder. Methods : 12 patients with panic disorder and generalized anxiety disorder were enrolled this study. They were tested for State Trait Anxiety Inventory-State (STAI-S), State Trait Anxiety Inventory-Trait (STAI-T), Beck's Depression Inventory (BDI) and Symptom CheckList-90-Revision Somatization (SCL-90-R-SOM) before and after the biofeedback training program. Results : The score of STAI-T (p=0.023) and BDI (p=0.0018) were the significantly decreased after the biofeedback training program. In Female group, the score of STAI-T (p=0.028), STAI-S (p=0.028) and BDI (p=0.009) were significantly decreased after the biofeedback training program. In the group which age is lower than 40 years old, the score of BDI (p=0.046) were significantly decreased after the biofeedback training program. In Panic disorder group, the score of STAI-S (p=0.046) were significantly decreased after the biofeedback training program. Conclusion : The result of this study is useful for the treating the anxiety disorder patients using the biofeedback training program.

폐광의 점진적 파괴 및 뒷채움 효과에 대한 해석적 연구

이준석,방춘석,Lee, Jun-Suk,Bang, C.S. 한국터널지하공간학회 2000 터널기술 Vol.2 No.2

지하채굴작업에 의한 공동 및 폐갱 등은 지반침하 및 지표함몰현상의 주요 원인이 되며, 근접시공 지하구조물 또는 인근 구조물의 안정성 저해요소로 대두되고 있다. 이에 대한 대책방안으로 폐갱을 충진재로 채우는 보강시공을 수행하는 경우가 있으나 설계방법 및 안정성 해석방법이 미흡한 실정이다. 따라서 본 연구에서는 폐갱 등 지하공동에 의한 주변지반의 영향권을 수치적으로 분석하고 실제 수치해석 과정에서 주변 암반의 장기거동을 고려할 수 있는 방안을 제시하였다. 아울러 폐갱 인근의 구조적 안정성을 향상시키기 위하여 지하공동을 뒷채움재로 충진한 경우, 안정성 평가 및 암반의 거동을 수치적으로 분석할 수 있는 기법을 제시하였으며 불완전한 뒷채움재의 영향을 함께 고려하였다. The abandoned mines causing settlement of the surface above and collapse of the cavities are the major influencing factor on the stability of the nearby underground structures. To prevent the harmful effect, the backfill methods are commonly applied to the cavities although the design criteria and the analysis method are not properly addressed in some cases. An approximate analytical method together with the numerical technique is considered in this study to simulate the gradual deterioration of the rock masses around the cavities and, therefore, the influential zone to the underground structures passing through the cavities. Also considered in this study is the backfill effect on the stability of the rock masses around the cavities. Specifically, the incomplete backfill effect is compared with that of the idealized backfill method by adopting elasto-plastic analysis involving a strain softening material law.

그라우팅 강화터널의 설계 특성치 산정에 관한 연구

이준석,방춘석,최일윤,엄주환,Lee, Jun Seok,Bang, Chun Seok,Choe, Il Yun,Eom, Ju Hwan 한국터널지하공간학회 1999 자연, 터널 그리고 지하공간 Vol.1 No.1

The Grout-reinforcement technique which is widely used during the excavation of a shallow or an endangered tunnel can be classified into a couple of groups according to the properties and injection methods of the grout. The reinforcement design will, therefore, take a different approach based on the grouting method under consideration. However, the injection procedure is mainly performed by the experience of the foreman rather than engineering judgement , specifically the permeation grouting through the rock joints and its reinforcement effect Is not fully under-stood during the design stage, In this study, the anisotropic material properties of the grout-reinforced rock masses are derived from the concept of composite materials and the effect of intact rock, vertical grouting and permeation grouting is, therefore, fully accounted for. Through the parametric studies on the characteristics of rock joints, intact rock and grouting materials, various case studies have been considered. The results, illustrated via the design charts, can be directly used during the reinforcement design.

컴퓨터 시스팀 개발을 위한 라이프 사이클 모델-TICOM 개발 사례를 중심으로

이준석,박진원,Lee, Jun-Seok,Park, Jin-Won 한국전자통신연구원 1991 전자통신 Vol.13 No.3

본 고에서는 행정전산망 주전산기로 쓰일 슈퍼 미니급 중형 컴퓨터인 타이컴(TICOM)개발의 관리를 위해 사용되었던 라이프 사이클 모델 (Life Cycle Model) 구축 및 적용, 그리고 이에 따르는 문제점과 그 해결 방안에 대해 살펴보고자 한다.