• 한국컴퓨터산업학회논문지
• /
• 제6권2호
• /
• pp.279-286
• /
• 2005

최근 들어 우리나라에서는 설치의 간편성과 높은 신뢰도를 가진 전력케이블의 사용이 증가하고 있다. 전력케이블은 출고 전에 IEEE std. 404-1993 시험을 거쳐 안정성을 확인하고 있지만 포설시 발생하는 접속부 내부의 결함으로 인하여 많은 문제가 발생하고 있다. 특히 불순물 혼입 또는 공극 발생시 고장율은 증가하게 된다. 부분방전 검출은 포설 후 전력케이블의 상태를 관측할 수 있는 유용한 방법이다. 본 연구에서는 부분방전 특성을 평가하고자 케이블 접속재인 EPR과 케이블 절연체인 XPLE 사이에 인공 결함을 발생시킨 후 데이터 취득 시스템을 이용하여 $\Phi-q-n$ 특성을 검출하였으며, 부분방전의 정량적 해석을 위해 필요한 통계량을 계산하였으며, 신경망 모델을 적용하여 패턴 분석을 수행하여 $88\~96\%$의 구별이 가능하였다.

• Computers and Concrete
• /
• 제17권1호
• /
• pp.1-27
• /
• 2016

Final construction project cost is significantly determined by construction rate. The Industrialized Building System (IBS) was promoted to enhance the importance of prefabrication technology rather than conventional methods in construction. Ensuring the stability of a building constructed by using IBS is a challenging issue. Accordingly, the connections in a prefabricated building have a basic, natural, and essential role in providing the best continuity among the members of the building. Deficiencies of conventional precast connections were observed when precast buildings experience a large induced load, such as earthquakes and other disasters. Thus, researchers aim to determine the behavior of precast concrete structure with a specific type of connection. To clarify this problem, this study investigates the capacity behavior of precast concrete panel connections for industrial buildings with a new type of precast wall-to-wall connection (i.e., U-shaped steel channel connection). This capacity behavior is compared with the capacity behavior of precast concrete panel connections for industrial buildings that used a common approach (i.e., loop connection), which is subjected to monotonic loading as in-plane and out-of-plane loading by developing a finite element model. The principal stress distribution, deformation of concrete panels and welded wire mesh (BRC) reinforcements, plastic strain trend in the concrete panels and connections, and crack propagations are investigated for the aforementioned connection. Pushover analysis revealed that loop connections have significant defects in terms of strength for in-plane and out-of-plane loads at three translational degrees of freedom compared with the U-shaped steel channel connection.

• 한국운동역학회지
• /
• 제17권3호
• /
• pp.81-94
• /
• 2007

The purpose of this study was to critically review biomechanical studies on foot orthoses (FO) in normal and diseased foot and provide beneficial information obtained from researches until now and future researching focus. The search was performed by Medline and Embase database including studies published in English from January 1980 to April 2007. The searching terms were foot orthoses, foot orthotics, insoles and shoe insert. 57 studies including 54 journal articles and 3 abstracts were finally selected under the conditions of having clinical trials, FO, control condition, movement, scientific measuring system. The reviewed studies were divided into 10 categories according to subject characteristics; healthy normal, excessive pronation or flexible flat foot, rheumatoid arthritis, diabetes, medial knee osteoarthritis, forefoot varus, plantar fasciitis, patellofemoral syndrome, cavus foot and finite element model. In summary, first, soft and semirigid FOs with some degree of cushioning showed much higher comfort and efficacy than rigid FO. Second, no big differences between prefabricated and custom FO were shown. Third, the full length's FO was preferable to the half length's FO or simple arch supports. Fourth, the wearing of FO combining medial arch supports and metatarsal dome made positive roles to enhance comfort and functionality and redistribute plantar pressure under the foot. Fifth, for patients with knee-related diseases lateral wedges were preferable. Sixth, measuring systems were properly applied according to the types of foot diseases.

• 대한치과보철학회지
• /
• 제39권3호
• /
• pp.243-249
• /
• 2001

Statement of the problem. The interest in all-ceramic restorations has increased as more techniques have become available. With the introduction of machinable dental ceramics and CAD/CAM systems or Copy-milling systems there is a need for evaluating the quality levels of these new fabrication techniques. Purpose. This study was to evaluate the fitting accuracy of machined all-ceramic crowns made out of an industrially prefabricated feldspathic porcelain. Material and Methods. Three master models with different cutting depth (0.8mm/1.0mm/1.2mm)were produced using a palladium-silver alloy. A total of 36 working dies, 12 of each form, was used for the modellation of prototype resin copings and 36 additional crowns, 12 of each cutting depth, were produced by using the $CEREC^{(R)}2$ system for all crowns. The maginal fit of all 72 crowns was then evaluated on their respective master die at 54 circularly staggered points of measurement per crown under a fixation pressure of 30 N by using a computerized video image system. Results. The medians of the copy-milled $CELAY^{(R)}$ crowns ranged from 29 to $36{\mu}m$. The highest value for the marginal gap was found in group B (cutting depth 1.0mm) at $107{\mu}m$. The median for the $CEREC^{(R)}2$ crowns was found between 43.5 and $70{\mu}m$. The maximum values for all three groups ranged from $181{\mu}m$ to $286{\mu}m$. With $286{\mu}m$ the highest value for marginal gap was found in group C. the Kruskal-Wallis test and multiple comparisons analysis procedure revealed a significant influence of the production technique on the marginal fit in all three groups (p<0,02). Conclusion. 1. The $CELAY^{(R)}$ system is capable to produce all-ceramic crowns with a significantly better marginal fit than the $CEREC^{(R)}2$ system. 2. As far as premolar crowns produced with the $CEREC^{(R)}2$ system are concerned, the cutting depth has a significant influence on fitting accuracy. 3. The production of crowns with an acceptable marginal fit is possible with both systems. However, adhesive luting is recommended for milled feldspathic porcelain crowns.

• 한국식품영양학회지
• /
• 제22권4호
• /
• pp.497-507
• /
• 2009

The principal objective of this study was to assess the situation of foodservice facilities, utilities, and physical environment in the Chonbuk area. Self-administered questionnaires were collected from 252 nutrition teachers and school dietitians. Statistical data analysis was completed using the SPSS v. 11.5 program. The results were summarized as follows: Approximately 99.2% of the subjects were women 76.6% were married, over 87% were between the ages of 30 and 40(p<0.01) and 56.8% had more than 11 years of experience(p<0.001). Among the 252 school foodservice systems evaluated, 51.6% of the schools were located in urban areas and 48.0% were in rural areas(p<0.01). Approximately 68.0% of the schools prepared meals in the conventional way, and 32.3% prepared them in the commissary way(p<0.001). The number of employees at each institution was separated into the following categories: 1 to 3(37.7%), 4 to 6(27.8%), and 7 to 9(25.4%, p<0.01). Approximately 54.0% of schools had been running a school meal service for longer than 11 years(p<0.001). However, 67.5% of those facilities had not been remodeled since the initial implementation of foodservices. Approximately 94.0% of the school foodservice facilities were located on the first floor. 72.2% among them were constructed of reinforced concrete and 16.7% were prefabricated(p<0.001). As the result of our evaluation of related physical evidence and the atmosphere of the space, the average importance grade was $4.41{\pm}0.46$, and the average performance grade was $2.78{\pm}0.67$. Most nutrition teachers and school dietitians in elementary, middle, & high schools responded that the related physical evidence and the atmosphere of the space in school foodservice facilities were important, but the satisfaction level among the nutrition teachers and school dietitians was quite low. Therefore, it's important and necessary to analyze the opinions of the stakeholders in the foodservice industry prior to the remodeling of school foodservice facilities and utilities.

• 한국지반환경공학회 논문집
• /
• 제7권6호
• /
• pp.13-22
• /
• 2006

지난 30여년간 지오텍스타일은 토목분야의 건설현장에서 필터 및 배수기능을 위한 효과적인 재료로 활용되어 왔으며, 최근에는 다양한 환경 분야에서도 그 활용이 증가되고 있다. 지오텍스타일 튜브공법은 지오텍스타일의 필터 및 배수기능을 복합적으로 활용하는 공법으로 과거의 모래주머니, 훼브릭 폼, 게비언 등의 개념에서 최근 수리학적 채움기법을 적용하여 해안침식방지 구조물, 슬러지의 탈수, 오염물질의 격리처리 구조물 등의 신구조물 공법으로 자리매김 하고 있다. 본 연구에서는 지오텍스타일 튜브와 지반재료와의 복합구조물의 거동 및 설계인자에 대하여 2차원 한계평형 및 평면변형 해석방법을 통하여 분석하였다. 2차원 한계평형이론을 통하여 설계영향인자 및 현장여건에 따른 지오텍스타일 튜브 복합 구조물의 지반공학적 안정성을 분석하였으며, 지오텍스타일 튜브 전용해석 프로그램인 GeoCoPS를 이용한 2차원 평면변형 해석에서는 지오텍스타일 튜브 구조물의 설계 및 시공기법에 대하여 검토하였다. 2차원 한계평형해석 및 평면변형해석 방법을 통한 분석결과, 세가지 형태의 지오텍스타일 튜브구조물 모두 안정성을 확보하고 있으며, 지오텍스타일의 소요인장강도는 151kN/m, 펌핑압은 최대 22.7kN/m로 도출되었다.

• 대한치과보철학회지
• /
• 제55권1호
• /
• pp.9-17
• /
• 2017

목적: 내부 연결형과 외부 연결형의 임플란트에서 직선형과 경사형 지르코니아 지대주의 파절강도를 비교하였다. 재료 및 방법: 내부육각 연결형 임플란트 20개와 외부육각 연결형 임플란트 20개에, 기성 직선형 지르코니아 지대주와, $17^{\circ}$ 경사형 지르코니아 지대주를 10개씩 체결하였다. 시편은 연결 방식과 지대주 각도에 따라 4개의 군으로 나누었다: 내부 연결형/ 직선형 지대주, INS군; 내부 연결형/ 경사형 지대주, INA 군; 외부 연결형/ 직선형 지대주, EXS 군; 외부 연결형/ 경사형 지대주, EXA 군. 모든 시편은 만능시험기에서 1 mm/min의 crosshead speed로 $30^{\circ}$ 하중을 가했다. 지대주의 파절강도를 측정하고, 2-way ANOVA와 independent t-test로 통계처리 하였다(${\alpha}=.05$). 결과: 각 군의 평균파절강도는 다음과 같다: INS군, 955.91 N; INA군, 933.65 N; EXS군, 1267.20 N; EXA군, 1405.93 N. 외부 연결형이 내부 연결형에 비해 파절강도가 높았다(P < .001). 내부연결형(P = .747)과 외부 연결형(P = .222)에서 지대주 각도에 따른 파절강도는 차이가 없었다. 또한 내부 연결형 지대주는 육각 부위에서 수평 파절이 일어난 반면, 외부 연결형 지대주는 설측 치경부에서 파절되었다. 결론: 외부 연결형 지르코니아 지대주가 내부 연결형 지대주에 비해 파절 강도가 높았고, 직선형과 경사형 지르코니아 지대주의 파절강도는 차이가 없었다.

• 대한치과보철학회지
• /
• 제54권1호
• /
• pp.41-48
• /
• 2016

치아 상실에 이어 심각한 치조골 소실을 보이는 무치악 환자들은 전통적인 방식의 총의치를 사용하는데 어려움이 많다. 이러한 문제를 보완할 수 있도록 임플란트를 이용한 피개의치가 사용되고 있다. SFI-bar$^{(R)}$는 진료실에서 직접 조정이 가능한 기성품으로 복잡한 기공과정을 필요로 하는 기존의 바 시스템보다 간결하여 시간과 비용을 절감할 수 있다. 첫 번째 증례는 55세 남자 환자로 기존 하악 임플란트-지지 피개의치가 파절되었다는 주소로 내원하였고 내구성이 있으며 통증이 없는 의치를 원하였다. 파절된 Locator$^{(R)}$ 어태치먼트를 제거 후 바를 이용한 피개의치로 치료하였다. 두 번째 증례는 파킨슨병을 앓고 있는 77세 여자 환자로 하악 치조골이 심각하게 흡수되어 의치가 자주 탈락한다는 주소로 내원하였고 통증이 없고 유지력이 있는 의치를 원하였다. 하악 전치부에 두개의 임플란트를 식립한 후 임플란트에 연결된 어댑터에 바를 연결하였다. 그 후 바에 맞는 여성부를 새로운 의치에 장착하여 치료하였다. 2년의 추적 관찰 결과 상기 환자 모두 심미적, 기능적으로 만족할만한 결과를 보였으므로 증례를 보고하고자 한다.

• 국제학술발표논문집
• /
• The 9th International Conference on Construction Engineering and Project Management
• /
• pp.1243-1244
• /
• 2022

In recent years, the growing interest in off-site construction has led to factories scaling up their manufacturing and production processes in the construction sector. Consequently, continuous large-scale site monitoring in low-variability environments, such as prefabricated components production plants (precast concrete production), has gained increasing importance. Although many studies on computer vision-based site monitoring have been conducted, challenges for deploying this technology for large-scale field applications still remain. One of the issues is collecting and transmitting vast amounts of video data. Continuous site monitoring systems are based on real-time video data collection and analysis, which requires excessive computational resources and network traffic. In addition, it is difficult to integrate various object information with different sizes and scales into a single scene. Various sizes and types of objects (e.g., workers, heavy equipment, and materials) exist in a plant production environment, and these objects should be detected simultaneously for effective site monitoring. However, with the existing object detection algorithms, it is difficult to simultaneously detect objects with significant differences in size because collecting and training massive amounts of object image data with various scales is necessary. This study thus developed a large-scale site monitoring system using edge computing and a small-object detection system to solve these problems. Edge computing is a distributed information technology architecture wherein the image or video data is processed near the originating source, not on a centralized server or cloud. By inferring information from the AI computing module equipped with CCTVs and communicating only the processed information with the server, it is possible to reduce excessive network traffic. Small-object detection is an innovative method to detect different-sized objects by cropping the raw image and setting the appropriate number of rows and columns for image splitting based on the target object size. This enables the detection of small objects from cropped and magnified images. The detected small objects can then be expressed in the original image. In the inference process, this study used the YOLO-v5 algorithm, known for its fast processing speed and widely used for real-time object detection. This method could effectively detect large and even small objects that were difficult to detect with the existing object detection algorithms. When the large-scale site monitoring system was tested, it performed well in detecting small objects, such as workers in a large-scale view of construction sites, which were inaccurately detected by the existing algorithms. Our next goal is to incorporate various safety monitoring and risk analysis algorithms into this system, such as collision risk estimation, based on the time-to-collision concept, enabling the optimization of safety routes by accumulating workers' paths and inferring the risky areas based on workers' trajectory patterns. Through such developments, this continuous large-scale site monitoring system can guide a construction plant's safety management system more effectively.

• 한국지반공학회논문집
• /
• 제25권8호
• /
• pp.33-45
• /
• 2009

단일코어 연직 배수재 공법은 현재까지 폭넓게 사용되는 연약지반 개량공법이다. 그러나 얇은 플라스틱 보드 형태의 PBD 구조로 인해 압밀 도중 큰 횡 방향 토압과 이에 따른 necking 현상이 발생하고 이는 PBD의 통수능을 감소시킨다. 본 연구 대상인 부산신항만 조성 공사현장은 대심도의 연약지반으로서 PBD 설치 시, 큰 횡 방향 토압에 의한 통수능 감소를 예상되어 통수능 감소현상을 극복하기 위하여 이중코어 PBD를 도입, 시공하고, 기존 형태의 단일코어 PBD를 동시에 설치한 후, 현장에서의 배수재 성능을 비교분석하였다. 실내실험으로는 개량 델프트 실험을 수행하여 연직배수재의 통수능을 측정하고, 현장에서 채취한 시료를 이용해 기본 물성실험 및 CRS 압밀시험을 수행하여 수치 해석 프로그램인 ILLICON에 적용하여 침하거동 양상을 파악하였다. 개량 델프트 실험에서는 이중코어 PBD의 통수능이 단일코어 PBD보다 높게 측정되었으나, 현장 계측 및 수치해석에서는 차이가 나타나지 않았다. 이는 일발전인 대심도 지반에서 압밀시 발생되는 물의 배수량은 상대적으로 작은 단일코어 PBD의 통수능 범위 보다도 작기 때문에 실제 현장에서는 단일코어 PBD와 이중코어 PBD의 성능차이가 없음을 확인하였다.