• 정보처리학회논문지D
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• 제8D권3호
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• pp.285-294
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• 2001

집배원이 배달순서로 자동구분하기 위하여 요구되는 요소 기술인 4-state 바코드 시스템 개발이 진행중이며, 우편번호, 배달순서코드, 고객정보 등이 적용될 수 있다. 기존의 고객 바코드 판독 시스템은 우편물상의 바코드 심볼로지가 존재하는 판독대상 영역의 기울기가 $\pm 1.47^{\circ}$이고, 심볼의 훼손과 잡영이 없을 경우에 79∼100msec의 속도로 자동구분 정보가 판독된다. 본 논문에서는 판독범위 및 판독성능의 개선을 위하여 CCD(Charge Coupled Device) 센서로부터 획득된 이미지상에서 존재하는 심볼로지 정보의 고속판독 방법을 제시한 것이다. 이 판독방법은 다진(gray) 이미지 바탕면의 경계값(threshold) 기울기 분포를 기준으로 2개의 경계값을 설정하여 판독대상 정보를 획득하였다. 또한, 바코드 심볼로지의 존재 가능성 영역만을 검사하고, 판독대상 영역에서 트래커(tracker)를 탐색하여 심볼로지에 대한 기울기값, 경계값, 좌표값 등을 생성한 후 심볼값이 판독되도록 한 것이다. 판독시험 결과는 심볼로지가 $\pm 45^{\circ}$ 기울어지고, 잡영이 존재할 경우에도 30∼60msec(58,000∼116,000통/시간) 이내에 판독되었다. 우편물 자동구분용 바코드 판독기로써 적용될 경우에 판독속도가 평균 57.25% 이상 개선되고, 판독범위의 확장으로 0.2%미만의 기계적인 오류(이송과정에서의 Jam 발생비율)를 제외할 경우에 거의 99.8% 우편물을 판독하여 자동구분 처리할 수 있게 될 것으로 기대한다.

• 콘크리트학회지
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• 제8권4호
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• pp.171-179
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• 1996

PC판넬 조립식 구조의 수직.수평접합부의 유용한 접합형태에 따라 접합부 전단내력을 상승시킬 수 있는 접합부 설계의 기본 형태를 제시하는데 연구의 목적이 있다. 시험체는 수직접합부의 경우 전단키의 개수 및 보강철물의 종류에 변수를 주고 수평접합부의 경우에는 전단키의 갯수 및 가력방향에 변수를 주어 총 22개의 시험체를 제작하여 실험하였다. 결론적으로 수직접합부의 경우, 수평보강철물이 있는 시험체는 기존의 다른 실험결과와 마찬가지로 수평보강철물이 없는 시험체에 비하여 연성이 크게 나타났다. EH한 와이어로프와 원형철근 두 종류의 보강철물을 사용하여 실험한 결과 와이어 로프를 사용한 시험체는 원형철근을 사용한 시험체와 최대내력 및 전단강성 등 전체적인 구조거동이 거의 비슷하게 나타났다.

• 대한치과보철학회지
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• 제43권5호
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• pp.650-661
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• 2005

Statement of problem: It could be hypothesised that attachments, which provide more retention against vortical and horizontal dislodgement, will be associated with more favorable parameters of oral function. Purpose: This study was to provide data of initial retentive force and retention loss of different bar attachment systems recommended for use with maxillary implant overdentures. Material and method: 4 implants were placed in the anterior region of edentulous maxilla, five different systems of bar attachment were fabricated as follows: cantilevered Hader bar using clips (Type 1), Hader bar using clips without cantilever (Type 2), Hader bar using clip and ERA attachment orange male (Type 3), Hader bar using clip and ERA attachment white male (Type 4), and Bar using magnets (Type 5). Each samples were placed in the universal testing machine for determination of retentive forces(at initial and after every 200 cycles up to 1,000 cycles). Results and Conclusion 1. Attachment type 1 showed the biggest initial retentive force followed by type 3, type 2, type 4, and lastly type 5(P<0.001). 2. After 1,000 cycles of repeated removals of attachments, significant loss of retentive forces was taken place except for attachment type 5. 3. After 1,000 cycles of repeated removals, the loss of retentive force between type 1 and type 2, which used Hader bar and clip attachments. was greater in type 1 that had wider clip formation. And between type 3 and type 4, which used ERA attachments, the loss of retentive force was greater in type 4 that had white male attached (P<0.001). 4. After 1.000 cycles of repeated removals, attachment type 3 showed the biggest retentive force followed by type 2, type 4, type 1 and lastly type. 5. There was no significant difference between attachment type 3 and 4, and type 4 and 1(P<0.001).

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2009년도 추계학술대회 논문집
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• pp.194-197
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• 2009

The TR forging is a kind of continuous grain flow forging. The preform of crank shaft for TR forging process was a round bar with a ring groove. In the first stage, the preform was partly heated by induction heating and then forged by vertical and horizontal force in sequence. In this study, the simulation process of induction heating was proposed to evaluate the temperature distribution of preform for TR forging. The equivalent circuit method was adopted to find coil current of the preform with a various dimensions and power levels. With these results, the coupled electromagnetic and transient thermal analysis for induction heating was performed to evaluate the temperature distribution at the preform of crank shaft during induction heating process. This FE analysis technique with equivalent circuit method was verified by comparing the analysis results with the experimental results.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1992년도 가을 학술발표회 논문집
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• pp.97-102
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• 1992

To predict the shear strength of low - rise reinforced concrete shear walls with boundary elements, truss model theory considering the Vecchio - Collins stress - strain curve for softened concrete is applied. The model transforms cracked shear walls with a truss which consists of vertical bar. horizontal bar and diagonal concrete strut, and is based on equilibrium and compatibility conditions among three truss components, as well as stress - strain relationship considered for softening in diagonal concrete strut. In barbell specimens(M/VD = 0.75. fc = 420 kg/$\textrm{cm}^2$), the ratio of experimental to analytical maximum shear strength was within 0.83 ν$_{exp}$. / ν$_{cal}$. 1.25 with a relatively good agreement. As a result, the truss model was observed to be capable of predicting the maximum shear strength wi th a reasonable accuracy.acy.

• 비파괴검사학회지
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• 제20권4호
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• pp.305-313
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• 2000

콘크리트 내부에 위치한 철근과 공동의 탐사 성능을 파악하기 위해, 상용 비파괴 검사 장비를 이용한 측정과 이론적 모델링을 실시하고, 향상된 신호처리 결과의 예를 제시하였다. 실측에 사용된 장비는 레이더 장비 2종과 전자기법 철근 탐사 장비 2종이다. 철근 탐사에는 직경 19mm의 철근을, 그리고 공동 탐사에는 두께 50 mm의 스티로폼을 콘크리트 시험체 안에 각기 다른 피복 두께로 매립하여 측정하였다. 또한, 철근의 수평 배근 간격 탐사를 위해 두 개의 철근을 매립 측정하였다. 실험과 함께 전자기파 모델링 방법을 소개하여, 레이더를 이용한 경우, 철근과 공동이 탐지되는 과정을 이론적으로 보여주었다. 탐사능을 향상시키기 위해, 상용 레이더 장비의 측정 결과를 신호처리 과정을 통해 개선하였다.

• 한국운동역학회지
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• 제13권3호
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• pp.15-26
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• 2003

This study was conducted to investigate the performance times, CM position and CM speed, pole chord length and pole chord angle, whole body angular momentum(X axis), and grip width in pole vault event according to the event and phase; touch down, pole plant, take-off, maximum pole bending pole straight, pole release, peak height, and foot contact, pole contact, free flight. The pole vaulting of four male elite vaulters including six trial were filmed using two video digital cameras at 60 Hz at 56th national athletic match, and data were collected through the DLT method of three dimensional cinematography. In general the better jumper is, the longer the performance time is. And the greater CM speed is, and the better his transformation ability of CM horizontal speed into vertical speed is. As he uses a longer pole, his grip is higher, and it is a enough for him to rock back his body, so that he pulls and pushes the pole well keeping his hips close to. An greater maximum angular momentum and early positioning of the hips parallel to the bar makes his body far side of the bar and his bar clearance easier. Specially our national jumper needs to have more powerful braking force during foot contact phase, and take his body on the pole after maximum pole bending, and pull and push the pole strongly keeping his hips close to. Also he needs to have stronger muscular strength in order to control the longer pole and use the pole of proper tension more efficiently.

• 복합신소재구조학회 논문집
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• 제5권4호
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• pp.24-35
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• 2014

An experimental study on the structural behavior of connection types between approach slab and integral abutment has been done for three typical bar connections. Typical hinge style reinforcing bar detail for its connection is preferred in order to accommodate rotation of the approach slab among engineers. However, the straight horizontal bars can be used as connection detail accomodate structural capacity. Total six specimens with three types of rebar detail are tested for direct tensile and bending load. The characteristic structural behaviors are carefully monitored and all the strain gauge data obtained are analyzed. It is shown that the structural performance of all the specimens well exceed its design allowance. Several design suggestions are given based on careful reviews on the experiment.

• 한국강구조학회 논문집
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• 제23권6호
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• pp.725-736
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• 2011

합성보에는 강재보와 철근콘크리트 슬래브의 경계면에서 작용하는 수평전단력에 저항하기 위해 전단연결재를 설치한다. 또한 일반적으로 강재보에는 거푸집용 철선일체형 데크플레이트가 주로 사용되는데 시공 중 데크플레이트의 탈락 및 낙하 등 안전을 확보하기 위해 철근트러스 거더가 끝나는 양단부의 상부철선에 직봉을 설치한다. 따라서, 본 연구는 이형철근과 강판을 이용하여 동등 이상의 내력을 확보하면서 직봉의 기능을 포함하는 새로운 형상의 전단연결재를 개발하고 활용하는 방안을 검토하였다. Push-out 실험결과, 이형철근과 강판을 사용한 전단연결재는 ${\phi}16$ 스터드커넥터 이상의 내력과 연성을 확보하였으며, 직봉과 전단연결재를 겸용하는 것이 가능한 것으로 나타났다.

• 한국지구과학회지
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• 제26권8호
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• pp.809-820
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• 2005

The fluvial sequence developed along the channel margin of meander bends in the midstream of the Yeongsan River consists of channel deposits at the bottom and overbank deposits at the top, and shows a fining-upward trend. The fluvial deposits consist of 7 sedimentary facies, and facies association forms 7 architectural elements. The channel deposits formed as channel bar or point bar. The channel bar deposits consisted of architectural element of gravel bedform were formed by channel lag deposits within the channel; whereas, the channel bar deposits consisted of architectural elements of downcurrent-dipping inclined strata sets, cross-stratified and horizontally stratified sets, and horizontally stratified sets were formed by downstream migration of sand wave or downstream transport of sand by traction current in the upper flow regime conditions within the channel. The point bar deposits consist of architectural elements of down current-dipping inclined strata sets, horizontally stratified sets, cross-stratified and horizontally stratified sets, and laterally inclined and horizontally stratified sets. These architectural elements are thought to have been formed by the combined effects of the migration of sand dunes and the formation of horizontal lamination in the upper flow regime plane bed conditions. The overbank deposits consist of the architectural elements of overbank fine and sand sheet and lens. The overbank fines were formed by settling of mud from slackwater during flooding over floodplain whereas the sand sheet and lens were formed by traction of sands introduced episodically fiom channel to the overbank during flooding.