• 제목/요약/키워드: Positive Column

검색결과 330건 처리시간 0.026초

Emission Characteristics of Discharge Tube with Mixed Gases

  • Jo, Ju-Ung;Park, Yong-Sung;Lee, Jong-Chan;Masaharu Aono;Park, Dae-Hee
    • KIEE International Transactions on Electrophysics and Applications
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    • 제3C권4호
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    • pp.136-139
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    • 2003
  • The positive column of a discharge tube filled with a mixture of mercury-xenon has a tendency to become contracted at room temperature. However, once the tube temperature is raised over 50 [$^{\circ}C$], the positive column changes from a contracted state to a diffused state. The xenon emission is stronger in the contracted positive column than in the diffused column. Alternatively, the mercury emission is more intense in the diffused positive column, and the luminance of the phosphor coating on the inner surface of the tube is higher than that in the contracted positive column. Moreover, higher luminance can be obtained by increasing the xenon pressure.

High Efficacy and High Speed Addressing of a Spatial Positive Column Discharge PDP

  • Shiga, T.;Mikoshiba, S.
    • 한국정보디스플레이학회:학술대회논문집
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    • 한국정보디스플레이학회 2007년도 7th International Meeting on Information Display 제7권1호
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    • pp.115-118
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    • 2007
  • Luminous efficacy of 6.0 lm/W has been realized by introducing a spatial positive column discharge together with delayed D pulses, shared sustain pulse voltage, and low sustain frequency drive. Also a high speed addressing of $0.25{\mu}s$ was achieved. The luminance was $157cd/m^2$, which is high enough for a 260-in. FHD display.

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Embodiment of Low Operating Voltage in Positive Column AC-PDPs

  • Kim, Hyun;Tae, Heung-Sik;Chien, Sung-Il
    • 한국정보디스플레이학회:학술대회논문집
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    • 한국정보디스플레이학회 2003년도 International Meeting on Information Display
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    • pp.95-98
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    • 2003
  • The positive column discharge characteristics in the long gap (440 ${\mu}m$) are investigated based on the voltage distribution among three electrodes. In particular, the effects of the amplitude and width of the short pulse applied to the address electrode on the positive column discharge characteristics are examined intensively. By proper controlling of the amplitude and width of the address short pulse, it is found that the positive column discharge in the long gap is well constructed. As a result, under the stable static voltage margin condition, the firing and sustaining voltages are as low as those of conventional short gap(60 ${\mu}m$) discharge($V _f=220V$, $V_s=150V$) and the color purity is improved. Moreover, the luminous efficiency increases up to 60% in comparison with the conventional case.

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L형 프리캐스트 콘크리트 벽패널로 채운 기존 철근 콘크리트 골조 구조물의 휨 거동 분석 (Analysis on the Flexural Behavior of Existing Reinforced Concrete Frame Structures Infilled with L-Type Precast Wall Panel)

  • 유승룡;주호성;손국원
    • 복합신소재구조학회 논문집
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    • 제6권2호
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    • pp.52-62
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    • 2015
  • This study aims at developing a new seismic resistant method by using precast concrete wall panels for existing low-rise, reinforced concrete beam-column buildings such as school buildings. Three quasi-static hysteresis loading tests were performed on one unreinforced beam-column specimen and two reinforced specimens with U-type precast wall panels. Top shear connection of the PC panel was required to show the composite strength of RC column and PC wall panel. However, the strength of the connection did not influence directly on the ultimate loading capacities of the specimens in the positive loading because the loaded RC column push the side of PC wall panel and it moved horizontally before the shear connector receive the concentrated shear force in the positive loading process. Under the positive loading sequence(push loading), the reinforced concrete column and PC panel showed flexural strength which is larger than 97% of the composite section because of the rigid binding at the top of precast panel. Similar load-deformation relationship and ultimated horizontal load capacities were shown in the test of PR1-LA and PR1-LP specimens because they have same section dimension and detail at the flexural critical section. An average of 4.7 times increase in the positive maximum loading(average 967kN) and 2.7 times increase in the negative maximum loading(average 592.5kN) had resulted from the test of seismic resistant specimens with anchored and welded steel plate connections than that of unreinforced beam-column specimen. The maximum drift ratios were also shown between 1.0% and 1.4%.

형광램프 양광주 내의 전자이동도 계산 (Electron Mobility Calculations for the Positive Column of a Fluorescent Lamp)

  • 지철근;장우진;이진우
    • 한국조명전기설비학회지:조명전기설비
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    • 제2권2호
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    • pp.55-58
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    • 1988
  • 관벽온도에 따른 형광램프 양광주 내의 전자이동도 변화를 계산하였다. 전자분포 함수는 2 Electron Group Model을 사용하였다. 또한 이를 검증하기 위하여, 38mm 20W 형광램프 양광주 내의 전자이동도를 관벽온도를 변화시키면서 측정하였다. 측정방법으로는 양광주 내의 전계를 구하기 위하여 양극 및 음극 강하전압의 합을 15V로 가정하였으며 2중 슬릿을 사용하여 양광주의 길이를 측정하였다. 관벽온도를 $10-18^{\circ}C$로 변화시키며 계산하고 측정한 결과를 표시하였다.

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형광등 Positive column에 대한 자장인가 효과 (Magnetic field effect on the positive column of fluorescent lamp)

  • 지철근;김창종
    • 전기의세계
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    • 제31권3호
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    • pp.197-203
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    • 1982
  • The effects on the characteristics of 20-W fluorescent lamp were studied when applying magnetic field to its positive column. First, when the direction of the magnetic field is axial, i.e., along the lamp, if the magnitude of the field is stronger than the critical field, lamp voltage is increased, lamp current decreased, luminous flux increased, starting voltage decreased, as increasing the applied magnetic field. At the magnetic flux density is 130 gauss, luminous flux is increased to about 6 percents and starting voltage is increased to about 45 percents. Second, when the direction of the magnetic field is transverse to the lamp axis, as increasing the applied magnetic field, lamp voltage is increased, lamp current decreased, luminous flux increased and starting voltage is nearly constant, but the rates of increase or decrease of this case is different from those of the first. At the magnetic flux density is 300 gauss, luminous flux is increased about 45 percents. In both cases, electric power dissipated by lamps is the same as that of the lamp which magnetic field is not applied to.

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유전알고리즘에 의한 철근콘크리트 골조의 이산형 구조설계 (Discrete Structural Design of Reinforced Concrete Frame by Genetic Algorithm)

  • Ahn, Jeehyun;Lee, Chadon
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1999년도 가을 학술발표회 논문집
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    • pp.127-134
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    • 1999
  • An optimization algorithm based on Genetic Algorithm(GA) is developed for discrete optimization of reinforced concrete plane frame by constructing databases. Under multiple loading conditions, discrete optimum sets of reinforcements for both negative and positive moments in beams, their dimensions, column reinforcement, and their column dimensions are found. Construction practice is also implemented by linking columns and beams by group ‘Connectivity’between columns located in the same column line is also considered. It is shown that the developed genetic algorithm was able to reach optimum design for reinforced concrete plane frame construction practice.

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항정자 항체 검출을 위한 CIA 및 ELISA 개발을 위한 기초 연구 (Development of Chemiluminescence Immunoassay(CIA) & ELISA for the Detection of Anti-sperm Antibodies in Male Serum)

  • 김세철;이기순;김윤규;김창규;최경호;권오중;김종배
    • Clinical and Experimental Reproductive Medicine
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    • 제17권1호
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    • pp.71-80
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    • 1990
  • 항정자항체를 검사할 수 있는 면역분석법개발을 위하여 immunoaffinity chromatography로 분리 정제한 정자표현항원을 microtiter plate에 고정화 시킨것과 효소와 화학발광체로 표지된 2차항체를 사용하여 ELISA법과 CIA법을 개발하고 이 방법의 이용 가능성을 검토하기 위하여 기존 방법인 Kibrick test법으로 임상소견이 다른 남성혈청을 분석 비교하여 다음과 같은 결과를 얻었다. 1. 인간정자 표면항원을 분리하기 위한 immunoaffinity column을 제작키 위하여 인간정자를 토끼에 주사하여 정자에 대한 항혈청을 생산하였으며 이를 Protein A-Sepharose column으로 분리 정제하여 CNBr activated Sepharose-4B에 coupling시켜 immunoaffinity column을 제작하였다. 이 column에 균질화된 정자를 반응시키고 SDS를 넣은 Tris-HCI buffer로 용출시켰을때 60KD정도의 분자량을 갖는 분획을 얻었다. 2. 분리 정제된 human IgG를 microtier plate에 농도를 달리하여 고정화 시키고 ELISA용 Goat anti-human IgG-HRP conjugate와 CIA용 Rabbit anti-human IgG-ABEI-H conjugate와 반응시켜 그 활성도를 측정하였던 바 농도에 따라 반응의 정도가 감소하였다. 3. ELISA법으로 양성혈청의 희석곡선을 작성하였을때 경사가 완만한 것과 급한 것의 두 종류의 경향을 띈 곡선으로 대별되었으며 완만한 경사를 나타내는 것에서 1:160 희석치에서 O.D가가 0.1이하를 음성, 0.1이상 0.2이하를 약양성(weak positive) 그리고 0.2이상을 양성으로 판별하였다. 4. ELISA, CIA 그리고 Kibrick test로 동일시료를 분석 비교하였던바 ELISA와 CIA는 거의 동일한 상관관계를 보였으나 Kibrick test와는 50% 수준만 일치함을 보였다.

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Anti-bormodeoxyuridine monoclonal antibody를 이용한 랫드 위(胃)와 장(腸)의 분열 상피세포의 분포에 대하여 (Distributions of proliferative epithelial cells in gastrointestinal tracts by anti-bromodeoxyuridine monoclonal antibody)

  • 곽수동;박성식;강원화
    • 대한수의학회지
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    • 제33권4호
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    • pp.597-603
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    • 1993
  • The purpose of this stady was to investigate division cells by in vivo bromodeoxyuridine(Brdur) immunohistochemistry for labeling the proliferative epithelial cells in the gastrointestinal tracts of rats. Rats were administrated intraperitonially by twice consecutive injections of 24 hr interval with Brdur(0.05mg/g BW/time) and then were sacrificied at 1 hour after last injection. The specimens were taken from the stomach, small intestine(ileum), and large intestine(colon). The well-oriented crypts and villi in the preparations were examined, The crypt columns and villi were devided into 10 segments from crypt base to surface of the lumen or to villis top. Labeling index(LI) was measured by counting the number of Brdur-positive cells against the total number of crypt column cells in the stomach and large intestine and also against the total numbers of crypt column and it's villi epiterial cells in the small intestine. 1. In the stomach, the LI in each part from segment 1 to segment 10 of the crypt column were 4.2%, 5.0%. 6.6%, 9.0%, 11.3%, 15.3%, 9.3%, 15.6%, 11.3%, 0%, respectively and it's mean LI were 8.7%. The Brdur-positive epithelial cells were predominantly located in the middle regions and middle-upper regions of the crypt columns. 2. In the small intestine, the LI in each part from segment 1 to segment 10 of were 62.4%, 50.9%, 27.8%, 22.5%, 18.6%, 12.1%, 7.5%, 4.3%, 2.5%, 1.4%, respectively and it's mean LI were 21.0%. The Brdur-positive epithelial cells were predominantly located in the lower regions of the crypt columns and tended to be less in the higher regions of the villi than that in the crypt column. 3. In the large intestine, the LI in each part from segment 1 to segment 10 of the crypt column were 19.4%, 29.9%, 34.1%, 41.6%, 41.2%, 32.4%, 25.4%, 15.4%, 10.8%, 1.2%, respectively and it's mean LI were 25.1%, The Brdur-positive epithelial cells were predominantly in the middle and middle-lower regions of the crypt columns. 4. The organs with higher LI were ordered as the large intestine(25.1%), small intestine(21.0%) and stomach(8.7%).

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Novel steel bracket and haunch hybrid system for post-earthquake retrofit of damaged exterior beam-column sub-assemblages

  • Kanchanadevi, A.;Ramanjaneyulu, K.
    • Structural Engineering and Mechanics
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    • 제73권3호
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    • pp.239-257
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    • 2020
  • In the present study, an innovative steel bracket and haunch hybrid scheme is devised, for retrofitting of earthquake damaged deficient beam-column sub-assemblages. Formulations are presented for evaluating haunch force factor under combined load case of lateral and gravity loads for the design of double haunch retrofit. The strength hierarchies of control and retrofitted beam-column sub-assemblages are established to showcase the efficacy of the retrofit in reversing the undesirable strength hierarchy. Further, the efficacy of the proposed retrofit scheme is demonstrated through experimental investigations carried out on gravity load designed (GLD), non-ductile and ductile detailed beam-column sub-assemblages which were damaged under reverse cyclic loading. The maximum load carried by repaired and retrofitted GLD specimen in positive and negative cycle is 12% and 28% respectively higher than that of the control GLD specimen. Further, the retrofitted GLD specimen sustained load up to drift ratio of 5.88% compared with 2.94% drift sustained by control GLD specimen. Repaired and retrofitted non-ductile specimen, could attain the displacement ductility of three during positive cycle of loading and showed improved ductility well above the expected displacement ductility of three during negative cycle. The hybrid haunch retrofit restored the load carrying capacity of damaged ductile specimen to the original level of control specimen and improved the ductility closer to the expected displacement ductility of five. The total cumulative energy dissipated by repaired and retrofitted GLD, non-ductile and ductile specimens are respectively 6.5 times, 2.31 times, 1.21 times that of the corresponding undamaged control specimens. Further, the damage indices of the repaired and retrofitted specimens are found to be lower than that of the corresponding control specimens. The novel and innovative steel bracket and haunch hybrid retrofit scheme proposed in the present study demonstrated its effectiveness by attaining the required displacement ductility and load carrying capacity and would be an excellent candidate for post-earthquake retrofit of damaged existing RC structures designed according to different design evolutions.