• Restorative Dentistry and Endodontics
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• 제18권2호
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• pp.357-367
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• 1993

The purpose of this study was to evaluate the fracture strength of class II restored premolars with amalgam, posterior composite, amalgam - Ketac silver, resin - Ketac silver restorations at marginal ridge. Fifty extacted maxillary and mandibular premolar teeth that were caries free, fracture free, and restoration free were selected and randomly divided into five groups : Group 1 : 10 intact teeth, Group 2 : 10 teeth with class II cavities and restored with, amalgam, Group 3: 10 teeth with class II cavities and restored with posterior resin, Group 4 : 10 teeth with class II cavities and restored with amalgam - ketac silver, Group 5 : 10 teeth with class II cavities and restored with resin - Ketac silver. All teeth were mounted in base of dental stone within metal rings of 2cm diameter, exposing only the crown portion. Class II mesio - occlusal or disto - occlusal cavities were prepared into specimens of Group 2 through 5 by using a No. 710 fissure bur. The occlusal portion was prepared to a faciolingual width of 1.5mm and a pulpal depth of 1.5mm. The proximal protion was prepared to a faciolingual width of 4mm, a occlusogingival height of 4mm, and a gingival floor of 1.5mm. The teeth in Group 2 and 3 were resotored with silver amalgam apd posterior resin respectively. In Group 4 and 5, proximal portions were first filled with Ketac silver 1.5mm gingivally and remaining cavities were restored with amalgam and posterior resin respectively. All specimens were stored in 100 % relative humidity at $37^{\circ}C$ for 48 hours before testing. All teeth were subjected to a compressive load in a Universal Instron Testing Machine at marginal ridges. The loads required to fracture the restorations were recorded in killograms and the data obtained were subjected to statisticall analysis. The results were all follows : 1. The fracture strength of Group 1 which were unprepared were $100{\pm}10.1\;kg$ and the higher values than Group 2, 3, 4, 5 which were prepared and resotred. 2. In restored groups, Group 2 had the higher fracture strength($81.8{\pm}12.4\;kg$) than other groups and Group 4 had the lowest fracture strength($66.8{\pm}9.2kg$). 3. There were significant differences between fracture strength of between Group 1 and Group 3, 4, 5(P<0.05), but not significant difference between fracture strength of Group 2, 3, 4, 5(P>0.05).

• Restorative Dentistry and Endodontics
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• 제18권2호
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• pp.291-316
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• 1993

Restorative procedures can lead to tooth fracture due to the relatively small amount of the remaining tooth structure. It is essential to prevent fractures by having a clear concept of the designs for cavity preparations. Among the several parameters in cavity designs, profound understanding of isthmus width factor would facilitate selection of the appropriate cavity preparation for a specific clinical situation. In this study, MO amalgam cavity were prepared on maxillary first premolar and filled with amalgam. Three dimensional, model with 1365 8-node brick elements was made by serial photographic method. In this model, isthmus was varied in width at 1/4, 1/3, 1/2 and 2/3 of intercuspal width and material properties were given for three element groups, i.e., enamel, dentin and amalgam. A load of 500 N was applied vertically on amalgam and enamel. In case of enamel loading, 2 model (with and without amalgam) was compared to consider the possibility of play at the interface between tooth material and amalgam. These models were analyzed with three dimensional finite element method. The results were as follows: 1. The stress was concentrated on the facio-pulpal line angle and distal marginal ridge of the cavity. 2. With the increase of the isthmus width, the stress spread around the facio-pulpal line angle and the area of stress concentration moved toward the proximal box. 3. In case of narrow isthmus width, the initiation point of crack would be in the area of isthmus corner of the cavity, and with the increase of the isthmus width, it would move toward the proximal box and at the same time the possibility of crack increase at the distal marginal ridge. 4. The direction of crack progressed outward and downward from the facio-pulpal line angle, and with the increase of the isthmus width, it approximated vertical direction. At the marginal ridge, it occurred in vertical direction. 5. It would be favorable to make the isthmus width narrower than a third of the intercuspal width, and to cover the cusp if isthmus width were wider than half of the intercuspal width. 6. It is necessary to apply the possibility of play to the finite element analysis.

• Restorative Dentistry and Endodontics
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• 제22권1호
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• pp.428-446
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• 1997

Restorative procedures can lead to weakening tooth due to reduction and alteration of tooth structure. It is essential to prevent fractures to conserve tooth. The resistance to fracture of the restored tooth may be influenced by many factors, among these are the cavity dimension and the physical properties of the restorative material. The placement of direct composite resin restorations has generally been found to have a strengthening effect on the prepared teeth. It is the purpose of this investigation to study the relationship between the cavity isthmus and the fracture resistance of a tooth in composite resin restorations. In this study, MO cavity was prepared on maxillary first premolar. Three dimensional finite element models were made by serial photographic method and isthmus(1/4, 1/3, 1/2 of intercuspal distance) were varied. Two types of model(B and R model) were developed. B model was assumed perfect bonding between the restoration and cavity wall and R model was left unfilled. A load of 500N was applied vertically at the first node from the lingual slope of the buccal cusp tip. This study analysed the displacement, 1 and 2 direction normal stress and strain with FEM software ABAQUS Version 5.2 and hardware IRIS 4D/310 VGX Work-station. The results were as follows : 1. Displacement of buccal cusp in R model occurred and increased as widening of the cavity, and displacement in B model was little and not influenced by cavity width. 2. There was a significant decrease of stress resulting in increase of fracture resistance in B model when compared with R model. 3. With the increase of the isthmus width, B model showed no change in the stress and strain. In R model, the stress and strain increased both in the area of buccal-pulpal line angle and the buccal side of marginal ridge, therefore the possibility of crack increased. 4. The stress and strain were distributed evenly on the tooth in B model, but in R model, were concentrated on the buccal side of the distal marginal ridge and buccal-pulpal line angle, therefore the possibility of fracture increased.

• 한국항공우주학회지
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• 제43권9호
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• pp.822-829
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• 2015

본 논문에서는 압전재료를 이용하여 중소형 무인기 브레이크 시스템에 적용 가능한 압전유압펌프를 설계 및 제작하고, 제작된 압전유압펌프의 성능검증 실험을 수행하였다. 중소형 무인기급 목표 항공기를 선정하여 브레이크 시스템의 요구조건을 분석하였으며, 이를 바탕으로 압전유압펌프의 성능 요구조건을 선정하였다. 요구조건을 만족하는 압전유압펌프의 형상설계를 수행하였으며, 고속 동작 조건에서도 유체의 역류를 효과적으로 차단시킬 수 있는 체크밸브를 비롯한 모든 구성품을 제작하였다. 제작된 압전유압펌프의 성능검증을 위해 실험장치를 구성하여 무부하 토출특성, 부하 시 압력형성 특성실험을 수행하였다. 실험결과, 무부하 최대 토출유량은 80 Hz에서 120.04 cc/min이고, 부하 시 최대 토출압력은 140 Hz에서 783.17 psi이고, 압력형성 반응속도는 약 30 ms 이내임을 확인하였다. 이는 설계 제작된 압전유압펌프가 펌프성능 요구조건을 충족하고 있다고 판단된다.

• 패션비즈니스
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• 제3권4호
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• pp.83-91
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• 1999

The purpose of this study is to provide some useful references to the educational field in terms of providing on analysis of job characteristics of fashion designers working in the women's wear industries. The data were collected from 102 fashion designers working in women's wear industries through the questionnaire and were analyzed by SPSS packages of frequencies and percentiles for comparative study, and the results are as follows: 1. The demographic characteristics of the fashion designers are; unmarried (80.4%), working less than 2 years (20.2%), completion of junior college(68.6%), majority ages between 20-24 yrs(43.1%). An average length of working in one company war less than 6 months. 2. The ratio computer usage of the design room was approx. 52.0% especially in the management of sales (52.9%) and the ratio in fashion design was approx. 17.6% in merchandising planning. 3. 76.4% of respondents was working 10 hours a day, and 50% of them was dissatisfied on the job caused by excessive working hour (31.4%) and job over load (35.3%). In the developing fashion design with the relation of actual job, insufficient knowledges of the concerned technical and production fields (68.6%) were indicated as the most difficult area. In addition, fashion magazines were considered as the most helpful resource(94.1%). 4. It was noted that the target age groups for the brand were clearly divided into two groups, notably the early and middle of twenties and the early and middle forties. Among the produced items, formal wears were accounted for 52.9%. 5. As far as the contents of job are concerned, the fashion designers are mostly engaged in purchasing textile, collecting informations of fashion, quality control, whereas their actual job is apparel design. 6. The training that the fashion designer received beside formal education includes attendance of private institutes(62.7%), OJT(7.8%), seminars(4.9%). Regarding formal education, the respond indicated that they had least opportunity to received computer training. 7. The necessary subjects in the schools for the fashion designers in relation to the current job were fashion information, merchandising planning, pattern making, cutting, fashion marketing, knowledges of clothing material in sequence. Subjects which are necessary for the further development include pattern making(21.6%), fashion marketing(14.7%), and designing with computer(7.8%).

• 디지털융복합연구
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• 제14권2호
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• pp.183-190
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• 2016

본 논문은 서베일런스 네트워크에서 이동하는 객체 추적 시 영상 데이터의 전송량을 감소시키는 신경망 계산 시간의 단축 알고리즘을 제안한다. 객체 검출은 디지털화 연속된 영상으로부터 객체 존재 유무를 판단하고, 객체가 존재할 경우 영상 내 객체의 위치, 방향, 크기 등을 알아내는 기술로 정의된다. 그러나 영상 내의 객체는 위치, 크기, 빛의 방향 및 밝기, 장애물 등의 환경적 변화로 인해 객체 모양이 다양해지므로 정확하고 빠른 검출이 어렵다. 따라서 본 논문에서는 신경망을 사용하여 몇 가지 환경적 조건을 극복한 정확하고 빠른 객체 검출 방법을 제안한다. 검색 영역의 축소는 영상 내 색상 영역의 분할과 차영상을 이용하였고, 주성분 분석을 통해 신경망의 입력 벡터를 축소시킴으로써 신경망 수행 시간과 학습 시간을 단축시켰다. 실시간으로 입력되는 동영상에서 모두 실험하였으며, 색상 영역의 분할을 사용할 경우 입력 영상의 칼라 설정의 유무에 따른 검출 성공률의 차를 보였다. 실험 결과에서 보면 제안하는 방법으로써 객체의 움직임을 탐지하였을 때 기존의 방법보다 30% 정도 더 높은 인식 성능을 보여준다.

• 한국구조물진단유지관리공학회 논문집
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• 제15권5호
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• pp.178-189
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• 2011

본 연구에서는 CFRP 표면부착 공법의 대안으로 최근에 관심을 끌고 있는 NSM(Near Surface Mounted)기법으로 전단 보강된 RC 부재의 전단강도를 평가하기 위한 실험과 해석을 수행하였다. 전단철근이 없는 7개의 실험체에 대해 4점 휨실험을 실시하였다. 실험변수로는 CFRP 스트립의 경사($45^{\circ}$, $90^{\circ}$)와 스트립의 간격(250mm, 200mm, 150mm, 100mm)이 고려되었다. 실험적 연구를 통해 NSM공법으로 전단 보강된 RC 부재의 전단강도와 파괴모드에 대한 각 실험변수의 영향을 평가하였다. 실험결과는 $45^{\circ}$ 경사로 스트립을 보강한 실험체들은 스트립의 파단으로 파괴된 반면, 수직으로 스트립을 보강한 실험체들은 스트립의 슬립으로 파괴됨을 보였다. 또한, $45^{\circ}$ 경사 스트립이 수직 스트립보다 전단저항력 증가시킬뿐만 아니라 파괴시의 처짐을 크게 증가시키는 것으로 나타났다. 추가적으로 RBSN 해석은 NSM기법으로 전단 보강된 RC 부재의 균열형상 및 하중-처짐관계를 적절하게 예측하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제14권4호
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• pp.141-147
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• 2010

LNG 천연가스로서 저장과 운반이 용이한 액체로 변형이 가능하며, 청정연료로 각광받게 되어, 석유에너지의 의존도를 낮추고 에너지사용의 다변화를 위해 1986년 인도네시아로부터 처음 도입된 이래로 산업의 성장과 더불어 그 수요량이 지속적으로 증가하고 있다. LNG는 천연가스의 부피를 영하 약 $-162^{\circ}C(-260^{\circ}F)$까지 냉각시켜 1/600까지 줄일 수 있으므로, 저장 및 운반에 있어서 매우 효율적이다. 현대의 LNG 저장탱크는 철근 콘크리트 이중벽과 내부 니켈방호벽 및 벽사이의 효율이 높은 단열재로 구성된 완전 방호식이 적용되고 있다. 단열재는 극저온의 온도가 LNG 탱크 외벽으로 전달되는 것을 차단하며, 바닥슬래브, 외벽 및 상부에 설치된다. LNG 저장탱크의 단열재의 배치에 따라 콘크리트 외조에 작용하는 온도분포에 차이가 나므로, 본 연구에서는 기 건설된 완전 방호식 LNG 저장탱크 바닥판 단열재의 배치에 대해 검토하고, 이를 바탕으로 단열시스템 개선 방안을 제안하고자 한다.

• 한국구조물진단유지관리공학회 논문집
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• 제21권1호
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• pp.40-48
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• 2017

RC 무량판 구조는 강도 뿐만 아니라 사용성 조건에 지배받을 수 있으며, 시공 과정 및 이에 따른 동바리로 연결된 슬래브들 간의 중력하중의 분포가 무량판의 장단기 거동에 영향을 주는 중요한 요소로 작용할 수 있다. 조기재령 슬래브에 과하중이 작용하여 균열이 발생하는 경우 시공 과정에서 무량판 구조의 처짐이 크게 증가할 수 있으므로, 동바리 재설치를 통해 다층지지 슬래브에서 하중의 수직 분포를 조절하는 것은 처짐을 감소시키는 데 도움이 될 수 있다. 이 연구에서는 무령판 구조의 장단기 처짐에 대한 동바리 재설치 작업의 영향을 분석한다. 다양한 동바리 재설치 조건과 슬래브 설계 및 시공 조건에 따른 슬래브 시공하중이 간편법에 의하여 정의되고, 시공 과정과 콘크리트의 균열 및 장기 효과를 고려한 슬래브 처짐 실용해석법을 통해 장단기 처짐이 산정된다. 변수연구를 통하여 동바리 재설치 작업의 슬래브 처짐 저감효과를 검증하며, 슬래브 처짐을 위한 동바리 시공과 슬래브 설계 및 시공에 대한 최적 조건을 분석한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1995년도 가을 학술발표회 논문집
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• pp.15.2-22
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• 1995

Evaluating stiffness of near-surface materials has been one of the critically important tasks in many civil engineering works. It is the main goal of geotechnical characterization. The so-called deflection-response method evaluates the stiffness by measuring stress-strain behavior of the materials caused by static or dynamic load. This method, however, evaluates the overall stiffness and the stiffness variation with depth cannot be obtained. Furthermore, evaluation of a large-area geotechnical site by this method can be time-consuming, expensive, and damaging to many surface points of the site. Wave-propagation method, on the other hand, measures seismic velocities at different depths and stiffness profile (stiffness change with depth) can be obtained from the measured velocity data. The stiffness profile is often expressed by shear-wave (S-wave) velocity change with depth because S-wave velocity is proportional to the shear modulus. that is a direct indicator of stiffiiess. The crosshole and downhole method measures the seismic velocity by placing sources and receivers (geophones) at different depths in a borehole. Requirement of borehole installation makes this method also time-consuming, expensive, and damaging to the sites. Spectral-Analysis-of-Surface-Waves (SASW) method places both source and receivers at the surface, and records horizontally-propagating surface waves. Based upon the theory of surfacewave dispersion, the seismic velocities at different depths are calculated by analyzing the recorded surface-wave data. This method can be nondestructive to the sites. However, because only two receivers are used, the method requires multiple measurements with different field setups and, therefore, the method often becomes time-consuming and labor-intensive. Furthermore. the inclusion of noise wavefields cannot be handled properly, and this may cause the results by this method inaccurate. When multi-channel recording method is employed during the measurement of surface-waves, there are several benefits. First, usually single measurement is enough because multiple number (twelve or more) of receivers are used. Second, noise inclusion can be detected by coherency checking on the multi-channel data and handled properly so that it does not decrease the accuracy of the result. Third, various kinds of multi-channel processing techniques can be applied to f1lter unwanted noise wavefields and also to analyze the surface-wavefields more accurately and efficiently. In this way, the accuracy of the result by the method can be significantly improved. Fourth, the entire system of source, receivers, and recording-processing device can be tied into one unit, and the unit can be pulled by a small vehicle, making the survey speed very fast. In all these senses, multi-channel recording of surface waves is best suited for a routine method for geotechnical characterization in most of civil engineering works.