• Title/Summary/Keyword: 부착 실험

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Voltage Phase Control of a Surface Mounted Permanent Magnet Synchronous Motor (표면부착형 영구자석 동기전동기의 전압 위상 제어)

  • Lee, Dong-Woo;Lee, Kwang-Woon;Yoo, Ji-Yoon
    • Proceedings of the KIPE Conference
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    • 2007.11a
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    • pp.1-3
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    • 2007
  • 본 논문에서는 표면부착형 영구자석 동기전동기(SPMSM)의 새로운 전압 위상 제어 방법을 제안한다. 영구자석 동기전동기의 모델로부터 d축 전류를 추정하고, d축 전류가 영(零)이 되도록 전압 지령의 위상을 제어함으로써 영구자석 동기전동기의 역기전력과 전류의 위상을 맞춘다. 제안된 방식은 전류 제어 없이 단순히 전압 제어만을 수행하기 때문에 저가 구현이 중요시 되는 산업계 응용에 적합하다. 모의 실험을 통해 제안된 방식의 동작 특성을 평가한다.

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Finite Element Analysis for Prestressed Force Evaluation of PSC Beam (PSC 보의 긴장력 평가를 위한 유한요소해석)

  • Lee, Hong-Pyo;Jang, Jung-Bum;Hwang, Kyeong-Min;Song, Young-Chul
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2010.04a
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    • pp.645-648
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    • 2010
  • 논문에서는 부착식 텐던 격납건물의 유효긴장력 평가를 위해서 제작된 테스트 빔에 대한 고유진동수 해석을 수행하였고, 그 결과를 기술하였다. 제작된 테스트 빔은 원전 격납건물의 1/5 축소모형으로 설계하였고, 긴장력 수준을 5가지로 분류하여 실험에 의한 고유진동수와 SI(System Identification)기법을 위하여 모델링한 3차원 유한요소해석에 의한 고유진동수를 비교 분석하였다.

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Korean Semantic Role Labeling using Case Frame and Subcategory of Predicate (한국어 격틀 사전과 용언의 하위 범주 정보를 사용한 한국어 의미역 결정)

  • Kim, Wansu;Ock, CheolYoung
    • Annual Conference on Human and Language Technology
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    • 2015.10a
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    • pp.198-201
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    • 2015
  • 의미역 결정은 문장의 서술어와 그 서술어에 속하는 논항들 사이의 의미관계를 결정하는 문제이다. 본 논문에서는 UPropBank 격틀 사전과 UWordMap의 용언의 하위 범주 정보를 이용하여 의미역을 부착하였다. 실험 결과 80.125%의 정확률로 의미역을 부착하는 성능을 보였다.

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Bond-Slip Tests of V-ties as a Supplementary Lateral Reinforcement (보조 띠철근으로써 V-타이의 부착-미끄러짐 관계 실험)

  • Kwon, Hyuck-Jin;Yang, Keun-Hyeok
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.11a
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    • pp.157-158
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    • 2017
  • This tests examined bond stress-slip relationship of V-ties embedded into concrete as a supplementary lateral reinforcement proposed for ductility of concrete flexural members. The different leg shapes of V-ties were prepared as a test parameter. The V-tie with pressed end-legs exhibited 28% higher bond strength than the conventional V-ties, whereas bond stress-slip curves were insignificantly affected by the embedment length of V-ties.

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A Study on Color Code Control Connected with Sound Source and Sensitivity of PA Speaker facility attachable LED Patch (PA스피커 시설물 부착형 LED패치의 음원감성 연계형 컬러코드 제어에 관한 연구)

  • Kim, Youngmin;Shin, Jaekwon;Cha, Jaesang
    • Journal of Satellite, Information and Communications
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    • v.10 no.3
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    • pp.22-25
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    • 2015
  • This paper performs Color Code Control Connected with Sound Source and Sensitivity of PA Speaker facility attachable LED patch. PA speaker delivers the technology to control the color code of LED patch along the present PA speakers for the facility-attached, LED the development of the patch. PA speakers facility attachable color code control technology of LED patch detects the sound from the PA speaker using a check, and if the analog signal source is detected (sound source)by converting the digital signal passes to the main controller can control the color and pattern of LED patches. In this paper, based on the PA speakers LED color control system, sound emotional linkage-type, and follow the lead of the PA speakers through the feelings can effectively channel LED linked to the source type and proceed to experiment with color and emotion control, whether or not they offer via the color control technology LED patch availability. PA speaker facility attachble color code control technology of LED patch connected with the source and future research directions in the field, and as the application is expected to be able to be widely utilized.

Local Bond Stress-Slip Model of GFRP Rebars (GFRP 보강근의 부착응력-미끄럼 모델)

  • Cheong, Yeon-Geol;Yi, Chong-Ku;Lee, Jung-Yoon
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.133-136
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    • 2008
  • The cost of repairing the deterioration of concrete structures due to corrosion of the reinforcement steel has been the prominent figure in the maintenacne of the reinforced-concrete infrastructures. As an alternative material to steel reinforcement, the use of Glass Fiber Reinforced Polymer (GFRP) bar in concrete is being actively studied for the high resistance of chemical environment and high strength to weight ratio properties of GFRP. However, there remain various aspects of GFRP properties that still need to be studied before the standard design criteria can be established. One of the imminent issues is the bond between GFRP and concrete. In this study, the bond-behavior of GFRP bars in concrete is investigated via the pullout test with varying parameters: surface condition of GFRP bars and concrete compression strength. And the local bond-stress model of GFRP rabars with applying monotonc load was also derived from the present test.

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Laboratory Tagging Experiment of Sea Urchin, Hemicentrotus pulcherrimus (A. Agassiz) (말똥성게, Hemicentrotus pulcherrimus(A. Agassiz)의 실내 표지방류 실험)

  • HUR Sung-Bum;YOO Sung-Kyoo;RHO Sum
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.18 no.4
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    • pp.363-368
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    • 1985
  • Tagged and untagged sea urchins, Hemicentrotus pulcherrimus (A. Agassiz) were reared for 84 days in the laboratory, Vinyl tape and trapall paper were used as tag materials. The natural mortality, mortality by predation and shedding rate of tags of the tagged groups were examined, and the results were compared with those of untagged control group. The results of Chi-square test of natural mortality between tagged and control groups were very significative, however, the comparison between the two tagged groups was insignificative. No effect of tag attachment seems to be present at the point of natural predation by starfish, and $x^2-test$ between two the tagged groups on the loss rate of tags showed also insignificance. The mortality shortly after tagging seems to be negligible, and the distinct decreasing effect on growth due to tag attachment was not revealed because of insufficient individuals and rearing periods.

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Strengthening Performance of RC Beams Exposed to Freezing and Thawing Cycles after Strengthening in Shear with CFRP Sheet (CFRP 쉬트로 전단보강후 동결융해에 노출된 철근콘크리트 보의 보강성능)

  • Yun, Hyun-Do;Kim, Sun-Woo;Kim, Yun-Su;Lee, Min-Jung;Seo, Soo-Yeon;Choi, Ki-Bong
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.161-164
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    • 2008
  • In recent years, carbon fiber-reinforced polymer (CFRP) has been widely used for repairing and/or strengthening structural elements in concrete. Not enough test data, however, are available to predict the long-term performance of the repaired and improved structures exposed to weathering. The objective of this research is to study the effect of freeze-thaw cycling on the behavior of reinforced concrete (RC) beams strengthened in shear with carbon fiber sheet. Six small-scale RC beams (100mm${\times]$100mm${\times]$400mm) were strengthened with CFRP in shear, subjected to up to 400 cycles freeze-thawing from -17${\sim}4^{\circ}C$, and tested to failure in four-point bending. Test result, there was no significant damage to carbon fiber sheet strengthened concrete beams had been suffered 30 cycles of freeze-thawing, and more over 60 cycles of freezing-thawing brought about a reduction in resistance of only 25% of the initial level.

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Implementation of Bond Slip Effect in Analysis of RC Beams Using Layerd Section Method (적층단면법에 의한 철근콘크리트 보 해석에서의 부착슬립효과)

  • Kim Jin-Kook;Kwak Hyo-Gyoung
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.19 no.1 s.71
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    • pp.1-13
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    • 2006
  • An analytical procedure to analyze reinforced concrete(RC) beams and columns subject to monotonic and cyclic loadings is proposed on the basis of the layered section method. In contrast to the classical nonlinear approaches adopting the perfect bond assumption, the bond slip effect along the reinforcing bar is quantified with the force equilibrium and compatibility condition at the post cracking stage and its contribution is implemented into the reinforcing. The advantage of the proposed analytical procedure, therefore, will be on the consideration of the bond slip effect while using the classical layered section method without additional consideration such as taking the double nodes. Through correlation studies between experimental data and analytical results, it Is verified that the proposed analytical procedure can effectively simulate the cracking behavior of RC beams and columns accompanying the stiffness degradation caused by the bond slip.

Study on attachment of bacteria to tonsillar epithelial cell during acute tonsillitis (급성편도선염에서 편도상피세포의 세균부착성에 관한 연구)

  • 이흥만;정형목;최충식;이우섭;이상학;황순재
    • Proceedings of the KOR-BRONCHOESO Conference
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    • 1993.05a
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    • pp.98-98
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    • 1993
  • To cause invasive disease, microorganism must attach firmly to the tonsillar epithelial cell. Once attached, the microorganisms can proliferated, form colonies and release extracillular toxins which can injure the underlying cells. The purpose of present study was to asertain whether or not there exist in vivo differences in bacterial attachment between patients with acute tonsillitis and healthy individuals as a control. This study was carried out on 20 patients suffering from acute tonsillitis and 20 healthy persons used as control. After scraping of the surface of tonsil, cellular mixture was stained with Acridine orange and the number of attached bacteria was calculated using a fluorescent microscope. The adherence rate was calculated as number of bacteria attached to each of 50 epithelial cells. simultaneously, we peformed conventional bacterial culture. Conclusively, the attachment of more than 10% bacteria to the tonsillar epithelial cell was significantly greater in acute tonsillitis group than control group, and there was a significant correlation between age and the number of the attached bacteria to the epithlium.

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