• 지적과 국토정보
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• 제46권2호
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• pp.27-42
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• 2016

산림은 우리나라 토지피복 면적의 64%에 해당하는 넓은 면적을 차지한다. 이와 같이 넓은 면적의 산림을 조사, 모니터링, 관리하기 위해서는 원격탐사 및 지리정보시스템 기술이 필수적이다. 위성영상의 분광반사 특성을 이용하여 임상 및 수종분류가 가능하며, 이를 통해 임상도를 제작할 수 있다. 3차원 자료인 LiDAR를 이용하여 개체목의 위치와 수고 측정, 이를 통해 바이오매스와 탄소량 추정이 가능하다. 그 외에도 대상물의 반사특성을 이용해서 각종 지수들이 추출될 수 있는데, 예를 들어 식생지수와 표면토양지수 등을 통해 식생의 활력도와 산림 황폐화 정도를 파악 할 수 있다. 이러한 식생지수들의 변이를 파악하여 소나무 재선충병, 참나무 시들음병 등의 조기탐지 및 관리도 가능하다. 또한 A/R CDM, REDD+ 등 최근 기후변화 대응 사업에 있어서 원격탐사는 사업성 판단과 이산화탄소 흡수 및 저장량을 산정하는데 중요한 역할을 하고 있다. 기후변화 취약성 평가에서는 지리정보시스템의 시공간자료를 이용하여 국가 및 지자체 단위의 취약성이 시공간적으로 평가되고 있다. 또한, 시공간자료를 영향변수로 추가시킨 각종 모델을 통해 산림생장, 입목고사, 산사태 및 산불 등의 예측이 시공간적으로 이루어 질 수 있다.

• 한국컴퓨터그래픽스학회논문지
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• 제23권1호
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• pp.49-55
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• 2017

심장 CT 혈관 조영 영상은 심혈관의 전체 해부학 구조를 3D 로 보여줄 뿐 아니라 병변의 정보를 제공하기 때문에 관상동맥 질환 진단 및 치료에 많이 사용되고 있다. 하지만 영상의 방대한 크기로 인해 수동으로 정보를 추출하는 데는 한계가 있어 자동으로 심혈관을 정확하게 추출하는 연구들이 활발히 진행되고 있다. 심혈관 자동 추출 알고리즘을 개발하는데 있어 심혈관의 시작점인 상행대동맥의 심문을 검출하는 방법은 필수적인 부분이다. 본 논문에서는 심혈관의 시작점인 심문을 분할하는 방법을 제안한다. 첫째, 상행대동맥의 크기와 위치를 고려한 허프변환으로 대동맥 초기영역을 검출한다. 둘째, 초기영역을 기반으로 탐색범위를 줄일 수 있도록 관심 볼륨 영역을 설정한다. 셋째, 지오데식 활성외곽선 모델을 기반으로 정제된 대동맥 영역을 검출한다. 마지막으로 검출된 대동맥 영역에서 심문을 분할한다. 제안방법의 평가를 위해 20 개의 심장 CT 혈관 조영 영상에서 전문가가 수동으로 표기한 시작점과 비교 분석하였다. 실험 결과 제안방법을 통해 시작점이 제대로 추출 됨을 확인할 수 있었다.

• Structural Monitoring and Maintenance
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• 제5권1호
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• pp.151-171
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• 2018

Transmission tower-line systems are commonly slender and generally possess a small stiffness and low structural damping. They are prone to impulsive excitations induced by cable rupture and may experience strong vibration. Excessive deformation and vibration of a transmission tower-line system subjected to cable rupture may induce a local destruction and even failure event. A little work has yet been carried out to evaluate the performance of transmission tower-line systems in mountain areas subjected to cable rupture. In addition, the control for cable rupture induced vibration of a transmission tower-line system has not been systematically conducted. In this regard, the dynamic response analysis of a transmission tower-line system in mountain areas subjected to cable rupture is conducted. Furthermore, the feasibility of using viscous fluid dampers to suppress the cable rupture-induced vibration is also investigated. The three dimensional (3D) finite element (FE) model of a transmission tower-line system is first established and the mathematical model of a mountain is developed to describe the equivalent scale and configuration of a mountain. The model of a tower-line-mountain system is developed by taking a real transmission tower-line system constructed in China as an example. The mechanical model for the dynamic interaction between the ground and transmission lines is proposed and the mechanical model of a viscous fluid damper is also presented. The equations of motion of the transmission tower-line system subjected to cable rupture without/with viscous fluid dampers are established. The field measurement is carried out to verify the analytical FE model and determine the damping ratios of the example transmission tower-line system. The dynamic analysis of the tower-line system is carried out to investigate structural performance under cable rupture and the validity of the proposed control approach based on viscous fluid dampers is examined. The made observations demonstrate that cable rupture may induce strong structural vibration and the implementation of viscous fluid dampers with optimal parameters can effectively suppress structural responses.

• 구강회복응용과학지
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• 제19권4호
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• pp.257-268
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• 2003

The purpose of this study was to assess the loading distributing characteristics of implant prosthesis according to position and direction of load, under vertical and inclined loading using FEA analysis. The finite element model was designed according to standard fixture (4.1mm restorative component x 11.5mm length). The crown for mandibular first molar was made using UCLA abutment. Each three-dimensional finite element model was created with the physical properties of the implant and surrounding bone. This study simulated loads of 200N at the central fossa in a vertical direction (loading condition A), 200N at the outside point of the central fossa with resin filling into screw hole in a vertical direction (loading condition B), 200N at the centric usp in a $15^{\circ}$ inward oblique direction (loading condition C), 200N at the in a $30^{\circ}$ inward oblique direction (loading condition D) or 200N at the centric cusp in a $30^{\circ}$ outward oblique direction (loading condition E) individually. Von Mises stresses were recorded and compared in the supporting bone, fixture, and abutment screw. The following results have been made based on this study: 1. Stresses were concentrated mainly at the ridge crest around implant in both vertical and oblique loading but stresses in the cancellous bone were low in both vertical and oblique loading. 2. Bending moments resulting from non-axial loading of dental implants caused stress concentrations on cortical bone. The magnitude of the stress was greater with the oblique loading than with the vertical loading. 3. An offset of the vertical occlusal force in the buccolingual direction relative to the implant axis gave rise to increased bending of the implant. 4. The relative positions of the resultant line of force from occlusal contact and the center of rotation seems to be more important. 5. The magnitude of the stress in the supporting bone, fixture and abutment screw was greater with the outward oblique loading than with the inward oblique loading and was the greatest under loading at the centric cusp in a $30^{\circ}$ outward oblique direction. Conclusively, this study provides evidence that bending moments resulting from non-axial loading of dental implants caused stress concentrations on cortical bone. But it seems to be more important that how long is the distance from center of rotation of the implant itself to the resultant line of force from occlusal contact(leverage). The goal of improving implants should be to avoid bending of the implant.

• 구강회복응용과학지
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• 제21권1호
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• pp.1-14
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• 2005

The purpose of this study was to assess the loading distributing characteristics of implant prosthesis of internal connection system(ITI system) according to position and direction of load, under vertical and inclined loading using finite element analysis (FEA). The finite element model of a synOcta implant and a solid abutment with $8^{\circ}$ internal conical joint used by the ITI implant was constructed. The gold crown for mandibular first molar was made on solid abutment. Each three-dimensional finite element model was created with the physical properties of the implant and surrounding bone. This study simulated loads of 200N at the central fossa in a vertical direction (loading condition A), 200N at the outside point of the central fossa with resin filling into screw hole in a vertical direction (loading condition B), 200N at the centric cusp in a $15^{\circ}$ inward oblique direction (loading condition C), 200N at the in a $30^{\circ}$ inward oblique direction (loading condition D) or 200N at the centric cusp in a $30^{\circ}$ outward oblique direction (loading condition E) individually. Von Mises stresses were recorded and compared in the supporting bone, fixture, and abutment. The following results have been made based on this study: 1. Stresses were concentrated mainly at the ridge crest around implant under both vertical and oblique loading but stresses in the cancellous bone were low under both vertical and oblique loading. 2. Bending moments resulting from non-axial loading of dental implants caused stress concentrations on cortical bone. The magnitude of the stress was greater with the oblique loading than with the vertical loading. 3. An offset of the vertical occlusal force in the buccolingual direction relative to the implant axis gave rise to increased bending of the implant. So, the relative positions of the resultant line of force from occlusal contact and the center of rotation seems to be more important. 4. In this internal conical joint, vertical and oblique loads were resisted mainly by the implant-abutment joint at the screw level and by the implant collar. Conclusively, It seems to be more important that how long the distance is from center of rotation of the implant itself to the resultant line of force from occlusal contact (leverage). In a morse taper implant, vertical and oblique loads are resisted mainly by the implant-abutment joint at the screw level and by the implant collar. This type of implant-abutment connection can also distribute forces deeper within the implant and shield the retention screw from excessive loading. Lateral forces are transmitted directly to the walls of the implant and the implant abutment mating bevels, providing greater resistance to interface opening.

• 만화애니메이션 연구
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• 통권49호
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• pp.677-696
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• 2017

만화와 종국적으로 애니메이션은 환상적 시나리오 시각화의 효과적인 방법이다. 본고 에서는 어떻게 애니메이션이 미래 현재(변모되어가고 있는 인공두뇌, 매개 사회) 아주 흔한, 그리고 필수불가결한 부분을 차지하게 되었는지 알아볼 것이다. 따라서 애니메이션은 인터페이스이거나 혹은 대변자로서 일시적 형태의 대상인 인간과 현실의 담화형태가 된다. 애니메이션 혹은 특히 애니메이트된 필름은 보통 단편, 실사영화, 픽션이나 논픽션의 캐릭터와 연결되어있다. 하지만 애니메이션은 전통적 영화 형식과 언어와는 거리가 있고 같은 이유로 디자인과 커뮤니케이션 역시 다른 영역으로 구분된다. 하지만 $Vil{\acute{e}}m$ Flusser에 따르면 그렇지 않다. 같은 전제가 네트워크 문화 속 애니메이션에 적용된다. 애니메이션은 디자인 과정과 제작에 본질(모션 그래픽이나 인터페이스 디자인 그리고 3D 영상작업 등)로 자리한다. 비디오 게임, VR, map 기반 app과 소셜 네트워크 등은 확장된 우주인 우리의 네트워크 기반 문화에 자리하는 것으로 여겨진다. 이러한 것들은 애니메이션과 연결성이 증대된(세계공통어가 디지털 환경 속 멀티-컬처 상호작용에 적용된 것처럼) 디자인 제품과 미디어 훈련이다. 이러한 감각에서 애니메이션은 담론화 되었으며 같은 방법으로 Roland Barthes는 담화 형식의 신화를 묘사한다. 디자인 도구로서의 애니메이션 역할을 탐구하는 목적으로, 제안된 연구는 애니메이션을 사용하여 트렌스 미디어 창작의 이미지 전략을 네러티브와 유저 인터페이스 측면에서 발전시키고자 하는 것이다.

• 대한의용생체공학회:의공학회지
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• 제25권6호
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• pp.497-503
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• 2004

건강한 정상인의 복부대동맥과 장골동맥 분기관의 다이콤 의료 영상으로부터 구성된 혈관 모델을 대상으로 전산혈류해석을 수행하였다. 본 연구에서는 CT로 촬영한 혈관영상으로부터 단면영상을 읽고 각 단면의 경계 좌표를 매끄럽게 추출하는 프로그램을 개발하여 적응하였다. 해석용 3차원 메쉬 생성과 혈류해석은 상용프로그램을 사용하였다. 해석을 통해 얻어진 압력, 속도 및 유량 분포는 정상인의 생리학적 범위 내에 있었다. 초음파로 측정된 장골동맥 중심부의 심장 수축기 속도는 해석에 비해 20% 정도 작은 값을 보였으며 한 주기 동안 속도 변화의 경향은 유사하였다. 본 연구의 접근방법은 환자 개인의 실제 혈관 형상에 기반한 혈류해석으로서 좁아진 동맥 또는 시술 될 동맥에서의 압력, 속도값, 속도분포에 대한 정보를 제공한다. 이 결과는 의사로 하여금 환자의 혈류역학적 변수의 변화를 파악하게 하여 환자의 상태를 더 잘 이해하고 수술의 필요성을 판단하도록 도움을 줄 수 있으며 나아가 혈관 수술의 기초자료로 사용될 수 있을 것이다. 이 연구는 향후 동맥경화와 밀접히 연관된 혈류역학적 변수의 분포를 혈관 내에 보여줌으로서 동맥경화를 조기 진단하는 프로그램으로 발전할 것으로 기대된다.

• 한국운동역학회지
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• 제26권4호
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• pp.343-351
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• 2016

Objective: The purpose of this study was to help improve game performance and provide preliminary data to enhance the efficiency of the kick and stability of the support foot by comparing the kinematic characteristics of the repeated side kick (geodeupyeopchagi) in poomsaeKoryo between expert and non-expert groups. Method: The subjects were divided into 2 groups according to proficiency in Taekwondo, an expert group and a non-expert group (n = 7 in each group), to observe the repeated side-kick technique. Four video cameras were set at a speed of 60 frames/sec and exposure time of 1/500 sec to measure the kinematic factors of the 2 groups. The Kwon3D XPprogramas used to collect and analyze three-dimensional spatial coordinates. Ground reaction force data were obtained through a force plate with a 1.200-Hz frequency. An independent samplesttest was performed, and statistical significance was defined as .05. The SPSS 18.0 software was used to calculate the mean and standard deviation of the kinematic factors and to identify the difference between the experts and non-experts. Results: The angular displacement of the hip joint in both the expert and non-expert groups showed statistical significance on E1 and E4 of the left support foot and E5 of the right foot (p<.05). The angle displacement of the knee joint in both groups showed statistical significance on E4 of the left support foot, and E1 and E2 of the right foot (p<.05). The angular velocity of the lower leg in both groups showed no statistical significance on the left support foot but showed statistical significance on E2 and E6 of the right foot (p<.05). The angular velocity of the foot in both groups showed no statistical significance on the left support foot but showed statistical significance on E2 of the right foot (p<.05). The vertical ground reaction force in both groups showed statistical significance on E2 (p<.05). The center of pressure in all directions in both groups showed statistical significance (p<.5). Conclusion: While performing the repeated side kick (geodeupyeopchagi), the experts maintainedconsistency and stability of the angle of the support leg while the kick foot moved high and fast. On the other hand, the angle of the support foot of non-experts appeared inconsistent, and the kick foot was raised, relying on the support leg, resulting in unstable and inaccurate movement.

• Structural Engineering and Mechanics
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• 제57권1호
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• pp.1-20
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• 2016

On the basis of the geological conditions of high and steep mountainous slope on which an exit portal of an express railway tunnel with a bridge-tunnel combination is to be built, the composite structure of the exit portal with a bridge abutment of the bridge-tunnel combination is presented and the stability of the slope on which the express railway portal is to be built is analyzed using three dimensional (3D) numerical simulation in the paper. Comparison of the practicability for the reinforcement of slope with in-situ bored piles and diaphragm walls are performed so as to enhance the stability of the high and steep slope. The safety factor of the slope due to rockmass excavation both inside the exit portal and beneath the bridge abutment of the bridge-tunnel combination has been also derived using strength reduction technique. The obtained results show that post tunnel portal is a preferred structure to fit high and steep slope, and the surrounding rock around the exit portal of the tunnel on the high and steep mountainous slope remains stable when rockmass is excavated both from the inside of the exit portal and underneath the bridge abutment after the slope is reinforced with both bored piles and diaphragm walls. The stability of the high and steep slope is principally dominated by the shear stress state of the rockmass at the toe of the slope; the procedure of excavating rockmass in the foundation pit of the bridge abutment does not obviously affect the slope stability. In-situ bored piles are more effective in controlling the deformation of the abutment foundation pit in comparison with diaphragm walls and are used as a preferred retaining structure to uphold the stability of slope in respect of the lesser time, easier procedure and lower cost in the construction of the exit portal with bridge-tunnel combination on the high and steep mountainous slope. The results obtained from the numerical analysis in the paper can be used to guide the structural design and construction of express railway tunnel portal with bridge-tunnel combination on high and abrupt mountainous slope under similar situations.

• 구강회복응용과학지
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• 제38권1호
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• pp.42-51
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• 2022

상악 전치부 임플란트 같이 심미성이 요구되는 부위의 보철수복은 임플란트 몸체의 식립각도에 영향을 많이 받는다. 순측으로 식립된 임플란트의 각도 때문에, 비심미적인 보철물의 결과가 예상되는 경우 치료에 앞서 환자와 임플란트 보철수복의 한계점을 논의하는 것은 매우 중요하다. 환자에게 치료의 한계점을 시각화하여 보여주기 위해 얼굴스캔 데이터와, CT 파일, 그리고 구내스캔을 중첩하여 디지털진단왁스업을 시행하여 환자에게 제시하였다. 환자는 순측으로 돌출된 보철물의 디자인에 불만족하였다. 환자의 의견을 반영하기 위해 3D 데이터를 이용하여 사고로 인해 이미 근관치료된 인접치를 포함한 새로운 디자인을 제시하고, 기공실팀과 함께 환자의 의견이 반영된 보철물을 제작하였다. 환자는 자신의 의견이 반영된 보철물에 심미적 및 기능적으로 만족하였다.