• The Journal of Advanced Prosthodontics
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• 제8권2호
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• pp.158-166
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• 2016

PURPOSE. The aim of this study was to determine the fracture resistance and the mode of fracture of endodontically treated teeth restored with different fiber posts and all-ceramic crowns. MATERIALS AND METHODS. Two glass fiber reinforced post systems in two different sizes and polyethylene fiber ribbon in two different thicknesses (n=10) were used. The specimens, restored with all-ceramic crowns, were subjected to a compressive load (in N) delivered at a 130-degree angle to the long axis until a fracture could be noted. The results were analyzed statistically with a One-Way ANOVA test (P<.05). RESULTS. Statistically significant differences were observed between the mean fracture resistance values of Postec, Snowlight, and Kerr Connect thin specimens (P<.0095). The Postec results (395.70 N) were found to be significantly higher than the others. No statistical difference was observed among the thick specimens (P<.2657). The mean fracture resistance values of the Snowlight thick samples were found to be higher than those of the Snowlight thin samples. The specimens were always fractured around the cemento-enamel junction at the palatinal side. No post fracture was observed for the thin Snowlight and Kerr Connect specimens or for the thick Postec and Kerr Connect specimens. Among the common failure types of the specimens, the worst was observed to be the root fracture failure. The highest post dislodgement failure result (80%) was obtained from the thin Kerr Connect specimen. CONCLUSION. In terms of optimizing fracture resistance, the fiber post size selection should be done according to the forces applied to the restored teeth.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2018년도 춘계학술대회
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• pp.457-459
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• 2018

태양광발전시스템은 태양광으로부터 에너지를 생산하는 발전기술이며, 신재생 에너지 기술 중 가장 빠르게 성장하고 있다. 태양광 발전 시스템은 부하에 안정적으로 에너지를 공급하는 것이 가장 중요시 된다. 그러나 날씨 및 기상 조건에 따라 에너지 생산이 불안정하기 때문에 에너지 생산량에 대한 정확한 예측이 필요하다. 본 논문에서는 강수량, 장 단파 복사선 평균, 온도 등 15가지 종류의 기상 데이터를 사용하여 태양광 에너지를 예측하는 인공 신경망(ANN)을 구현하고 성능을 평가한다. 인공 신경망은 은닉층을 구성하고 오버피팅을 방지하기 위한 페널티 ${\alpha}$와 같은 파라미터를 조절하여 구현한다. 예측모델의 정확도와 타당성을 검증하기 위해 성능지표로 MAPE(Mean Absolute Percentage Error)와 MAE(Mean Absolute Error)를 사용한다. 실험 결과 Hidden Layer $Sizes=^{\prime}16{\times}10^{\prime}$을 사용하였을 때 MAPE=19.54와 MAE=2155345.10776로 나타났다.

• 한국의류학회지
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• 제26권11호
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• pp.1582-1592
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• 2002

The purpose of this study is to suggest production planning model for women's apparel manufacturer, which are relevant to the situation of Korean clothing industry. The research was based on simulation method. The basic model for the simulation was developed based on the empirical data from six production fm. After verifying the basic model, low alternative production plans went through trial run. In order to suggest the application of these alternative production plans for various style numbers and lot sizes, the simulation results were compared in terms of product efficiency and product cost. The four alternative plans were as follows: 1. The first alternative was to spread out work loads among workers in order to resolve bottlenecks in work flow. So this was suited to manufacturers that had constant production without regard to changing seasons. 2. The second alternative was to merge the skirt and trouser production, which require less work load, in one line. In this line, a few machine was justified by production improvement. It was suited to cases which producted various style suits. The third and fourth alternative were using another subcontractor for assembling inner shell garments. These was compatible in manufacturers which had to product more styles and sizes of trousers and skirts than those of upper garments. 3. The third alternative was to reassign the same workers in production line. Thus, production was increased. 4. The fourth alternative was to except two worker in production line, so expenses of worker's wage was decreased. The four alternatives could be one of the cost effective manufacturing plans according to manufacturer situations.

• 한국전산구조공학회논문집
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• 제36권2호
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• pp.85-92
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• 2023

완공된 건물과 달리 시공 중인 건물은 설계단계와 다른 하중 작용 및 콘크리트 강도 미발현 등 다양한 요인에 의해 설계단계에서 검토한 하중을 초과하는 하중이 작용하여 건물의 안전성에 문제가 생길 위험이 있다. 또한 시공 중인 건물에 지진이 발생할 경우 더 큰 피해가 발생할 가능성이 있다. 따라서 이 연구는 전형적인 다양한 규모의 5층, 15층, 25층, 60층 예제모델을 작성하고 골조완성도에 따른 시공단계 모델을 통해 시공 중인 건물의 지진하중의 영향을 분석하였다. 시공 중인 건물의 시공기간은 완공단계 이후의 사용기간에 비해 매우 짧으므로 설계단계와 동등한 수준의 지진을 적용하는 것은 과도한 하중이 적용될 수 있으므로 시공단계 모델에 재현주기 50~2,400년의 지진을 적용하여 지진하중을 검토하고 부재단면성능을 분석하였다. 그 결과 설계단계를 초과하는 하중의 여부 및 구조적 안전성 확보가 가능한 수준의 지진재현주기를 검토할 수 있었다. 또한 각 예제모델의 시공기간을 가정하여 시공기간에 따른 지진재현주기를 선정하고 선정한 재현주기의 설계 적절성을 확인하였다.

• 해양환경안전학회지
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• 제29권4호
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• pp.363-371
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• 2023

한 척의 선박을 건조하기 위해서는 다양한 크기의 블록(block)들을 이동 및 탑재해야 한다. 이러한 과정에서 블록의 체결 방법 및 각 조선소 설비 특성에 맞는 다양한 기능에 부합하는 러그를 사용하고 있다. 블록 구조의 중량 및 형태에 따라서 러그의 크기와 형상이 다양하며, 샤클(shackle)이 체결되는 홀 주변에 부족한 강성을 보완하기 위하여 덧판(doubling pad)을 용접하여 구조를 보강한다. 리프팅(lifting) 조건별 러그의 설계를 하는 방법은 보 이론(beam theory)에 의한 수계산 방법과 유한요소해석 모델링을 이용한 구조해석을 수행하고 있다. 해석적 방법의 경우, 요소의 종류와 모델링 방법에 따라서 결과 차이가 발생하여 표준화된 평가법의 정립이 필요한 상황이다. 이러한 모호한 방법론 적용 시 블록의 이동 및 반전(turn-over) 과정 중에서 심각한 안전 문제를 유발할 가능성이 있다. 본 연구에서는 러그의 실제 탑재공정에 따른 구조 응답을 평가할 수 있는 모델링 조건, 평가법을 확정하고자 다양한 변수의 영향을 수치 구조해석을 통하여 비교 및 분석하였다. 러그 홀(hole) 주변 덧판부와 용접 비드(bead)를 표현한 모델링 기법이 가장 실제적인 거동 결과를 주고 있다. 실제 러그와 동일한 조건(용접부 비드만 주재료와 연결)의 모델링에 등가하중을 적용한 결과는 MPC 하중 적용 결과보다 낮은 최종강도를 나타낸다. 더불어 해석 시간 단축을 위해서 2차원 쉘(shell) 요소를 적용한 경우, 덧판 두께를 85% 수준으로 감소시켜서 안전사용하중을 예측할 수 있음을 확인하였다. 논문에서 검토한 다양한 변수의 영향들 결과는 러그 설계 및 안전사용하중 예측에 근거 자료로 활용될 것으로 기대된다.

• 대한치과보철학회지
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• 제30권3호
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• pp.457-478
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• 1992

Electrical resistance strain gauges, brittle-coatings, Moir'e fringe analysis, photoelasticity methods, etc, have been employed in the study of stress analysis and three-dimensional photoelasticity method used in this experiment. The author fabricated a total of 24 samples of maxillary and mandibular edentulous ridges with normal and sharp shapes using epoxy resin, one of the photoelastic materials. In addition, complete denture made from artificial resin teeth in other twoo sizes, large and medium size, were affixed to the specimens and attached to an articulator. The following results were attained by cutting 9 slice specimens into 6mm thick portions, in accordance with the three dimensional photoelastic stress freezing method, to analyze stress distribution status under specific static loading in the central, lateral and protrusive occlusions of the shape of edentulous ridge. 1. In the case of central occlusion, when complete resin artificial teeth in large and medium sizes were used on normal and sharp alveolar ridges, high stress distribution was broadly shown in the labio-buccal sides, and low and concentrated in the lingual sides, in all cases. Generally, the highest stresses were shown at the top of the alveolus, or at 2mm below the top of the alveolus, particularly in the specimen 2, 3, and stresses were more or less the same in the symmetrical right and left sides. 2. In the case of lateral occlusion, when the same load was applied, high stresses were shown broadly at the working sides in both the labio-buccal and lingual sides, and low and concentrated at the balanced sides. The highest stresses were shown in the top of the alveolus on the working sides in specimen 2 portion, and the lowest stresses at the balanced sides in specimen 6, slightly higher stresses were shown at retromolar parts in the balanced sides. 3. In the case of protrusive occlusion, high stresses were broadly shown at the labio-buccal sides, and slightly higher stresses at the top 2, 4, and 6mm parts of the alveolus with concentration. The highest stresses were shown in specimen No. 5 and the lowes stresses in specimen 1, 9 and stresses were more of less the same at the symmetrical right and left sides.

• 한국농공학회지
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• 제18권1호
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• pp.4038-4051
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• 1976

This study was intended to provide the basic design creteria for the refrigerated storage, and to estimate the required optimum capacity of refrigerator for the different sizes and kinds of the existing fruit storage. The structural characteristics of the existing fruit storages in Pyungtaek-khun of Kyungki-do were surveyed. The average out-door air temperature during the expected storage life after harvesting, was obtained by analyzing the weather information. The heat transfer rates through the different models of storage walls were estimated. The refrigerating load required for different models of fruit storage was analyzed in the basis of out-door air temperature. The results obtained in this study are summarized as follows: 1. The fruit storages surveyed were constructed on-ground, under-ground and sub-ground type buildings. The majority of them being the on-ground buildings are mostly made of earth bricks with double walls. Rice hull was mostly used as the insulating materials for their walls and ceilings. About 42% of the buildings were with the horizontal ceiling, 22% with sloped ceiling, and about 36% without ceiling. About 60% of the storage buildings had floor without using insulated material. They were made of compacted earth. 2. There is no difference in heat transfer among six different types of double walls. The double wall, however, gives much less heat transfer than the single wall. Therefore, the double wall is recommended as the walls of the fruit storage on the point of heat transfer. Especially, in case of the single wall using concrete, the heat transfer is about five time of the double walls. It is evident that concrete is not proper wall material for the fruit storage without using special insulating material. 3. The heat transfer through the storage walls is in inverse proportion to the thickness of rice hull which is mostly used as the insulating material in the surveyed area. It is recommended that the thickness of rice hull used as the insulating material far storage wall is about 20cm in consideration of the decreasing rate of heat transfer and the available storage area. 4. The design refrigerating load for the on-ground storages having 20 pyung area is estimated in 4.07 to 4.16 ton refrigeration for double walls, and 5.23 to 6.97 ton refrigeration for single walls. During the long storage life, however, the average daily refrigerating load is ranged from 0.93 to 0.95 ton refrigeration for double walls, and from 1.15 to 1.47 ton refrigeration for single walls, respectively. 5. In case of single walls, 50.8 to 61.4 percent to total refrigerating load during the long storage life is caused by the heat transferred into the room space through walls, ceiling and floor. On the other hand, 39.1 to 40.7 percent is for the double walls. 6. The design and average daily refrigerating load increases in linear proportion to the size of storage area. As the size increases, the increasing rate of the refrigerating load is raised in proportion to the heat transfer rate of the wall. 7. The refrigerating load during the long storage life has close relationship to the out-door air temperature. The maximum refrigeration load is shown in later May, which is amounted to about 50 percent to the design refrigerating load. 8. It is noted that when the wall material having high heat transfer rate, such as the single wall made of concrete, is used, heating facilities are required for the period of later December to early February.

• 한국강구조학회 논문집
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• 제17권5호통권78호
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• pp.593-604
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• 2005

본 논문에서는 개단면 리브를 갖는 보강판에 대하여 직교이방성 강성비를 매개변수로 하여, 집중하중이 작용하는 경우 발생하는 보강판의 국부 처짐 및 국부 모멘트에 대한 연구를 수행하였다. 보강판의 국부 거동을 파악하기 위하여 리브 사이에 위치한 판의 중앙점에 하중이 작용하는 경우를 고려하였으며, 전체적인 거동을 산정하기 위하여, 판의 중앙에 위치한 리브 위에 하중이 작용하는 경우를 해석하였다. 여러 가지 보강판에 대한 국부 거동을 분석한 결과, 국부 모멘트의 증가 비율은 리브 간격과 상관없이 리브 크기에 따라 일정함을 알 수 있었으며, 또한, 보강판의 전체 처짐에 대한 국부 처짐의 비율은 리브 간격과 강성비의 함수로 표현할 수 있음을 알 수 있었다. 이러한 관계식을 예제에 적용한 결과, 실제 국부 처짐이 발생하는 경우와 상당한 정확도를 나타내었으며, 또한 직교이방성 판 해석에 적용한 결과, 상당한 정확도의 증가를 나타내었다. 따라서, 본 연구에서 제안한 함수식을 이용하면, 개단면 리브를 갖는 보강판의 전체 거동으로부터 간편하게 국부 거동 결과를 예측할 수 있을 것으로 판단된다.

• Steel and Composite Structures
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• 제21권2호
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• pp.267-287
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• 2016

The seismic performance of the ordinary steel reinforced concrete (SRC) columns has no significant improvement compared to the reinforced concrete (RC) columns mainly because I, H or core cross-shaped steel cannot provide sufficient confinement for core concrete. Two improved SRC columns by constructing with new-type shaped steel were put forward on this background, and they were named as enlarging cross-shaped steel and diagonal cross-shaped steel for short. The seismic behavior and carrying capacity of new-type SRC columns have been researched theoretically and experimentally, while the shear behavior remains unclear when the new-type columns are joined onto SRC beams. This paper presents an experimental study to investigate the shear capacity of new-type SRC joints. For this purpose, four new-type and one ordinary SRC joints under low reversed cyclic loading were tested, and the failure patterns, load-displacement hysteretic curves, joint shear deformation and steel strain were also observed. The ultimate shear force of joint specimens was calculated according to the beam-end counterforce, and effects of steel shape, load angel and structural measures on shear capacity of joints were analyzed. The test results indicate that: (1) the new-type SRC joints display shear failure pattern and has higher shear capacity than the ordinary one; (2) the oblique specimens have good bearing capacity if designed reasonably; and (3) the two proposed construction measures have little effect on the shear capacity of SRC joints embedded with diagonal cross-shaped steel. Based on the mechanism observed from the test, the formulas for calculating ultimate shear capacity considering the main factors (steel web, stirrup and axial compression ratio) were derived, and the calculated results agreed well with the experimental and simulated data.

• 대한조선학회논문집
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• 제49권2호
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• pp.203-211
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• 2012

The main object of this experiment is to estimate the hydrodynamic forces acting on a submerged streamlined body placed in a one-end-opened cylindrical tube moving with certain translational velocity. The best experimental design for this object is mimicking real situation, however sizes of model body and cylinder tube are just the same as those of real, for avoiding scale effects, mimicking real situation is not realizable. Hence, in this experiment, target body and cylindrical tube were designed to be towed with varying body position relative to cylindrical tube. For measuring hydrodynamic forces and flow velocity in the cylindrical tube, six one-component load cells and several one-hole Pitot tubes were used. Several conditions were checked with various end-plates those had different opening areas. Experiment results show that forces and flow velocity had different tendency with those expected, and the presence of a end-plate slows down the flow velocity in the cylindrical tube and affects pressure field in the tube to push the model submerged body forward of the tube. This tendency grows with decreasing opened area.