• 제목/요약/키워드: Effective Width

검색결과 1,193건 처리시간 0.031초

공심형 초전도 동기발전기의 설계변수에 대한 연구 (An Approach to the Design Parameter of Air-Cored Superconducting Synchronous Generator)

  • 조영식;홍정표;이주;손명환;권영길;류강식
    • 대한전기학회논문지:전기기기및에너지변환시스템부문B
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    • 제50권3호
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    • pp.101-106
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    • 2001
  • Air-cored superconducting synchronous generator(ASSG) is characterized by an air-cored machine with its rotor iron and stator iron teeth removed. For this reason, in the case of the shape optimum design of ASSG, other design variables different from an iron-cored machine should be considered, which will lead to substantial improvement on the performance. The major design variables that are considered by using Three-dimensional Finite element Method(3D FEM) in this paper are : 1) field coil width, 2) axial length of magnetic shield, and 3) armature winding method. End-ring of armature winding is considered in the calculation of EMF. When it comes to field coil width, as field coil width enlarges, its effective field increases but the maximum field on the superconductor decreases. this determines the critical current density. this study presents an effective field coil width, axial length of magnetic shield, and armature winding method, and also the analysis is verified by the experimental results.

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불균일 폭 분포를 갖는 Multileaf Collimator 설계에 관한 연구 (The Design of unevenly leaf width distributed Multileaf Collimator)

  • 이병용;장혜숙;조병철
    • 한국의학물리학회지:의학물리
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    • 제5권2호
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    • pp.45-48
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    • 1994
  • 방사선 치료분야에서 Conformal Therapy에 이용되는 Multileaf Collimator(MLC) leaf 폭 분포에 관한 연구를 하였다. 이미 방사선 치료를 받은 303명 환자의 1169 치료 조사면 차폐 블럭 사용빈도 유형을 조사하여 block 사용빈도가 잦은 곳은 leaf 폭을 좁게 배치하고, 사용빈도가 성긴 곳은 leaf 폭을 두껍게 배치하였다. 전체 leaf 폭 평균은 0.8 cm이되, 실제 차폐 블럭 사용빈도가 높은 부위(치료중심에서 3-6 cm)에서는 MLC leaf 폭이 0.5-0.6 cm의 치료 효과를 볼 수 있도록 불균일 leaf 폭 분포를 갖는 MLC를 고안하였다.

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황색종 연초(Nicotiana tabacum L.)의 주요형질과 엽위별 엽형질에 대한 유전분석 II. 이면교배에 의한 유전자 작용분석 (Genetic Analysis for Agronomic, Chemical , and Leaf Chararters According to Stalk Position in Flue-Cured Tobacco (Nicotiana tabacum L. ) II. Analysis of Gene Action by Diallel Crosses)

  • 조수헌
    • 한국연초학회지
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    • 제9권2호
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    • pp.37-47
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    • 1987
  • This experiment was conducted to obtain basic information on breeding of flue-cured tabacco varieties . Nine cultivars and partial diallel set of 36 Fl hybrids were grown at Daegu Experiment Station, Korea Ginseng & Tobacco Research Institute in 1983. Partial dominance with high additive gene effect was observed for yield, leaves per plant , days to flower, leaf weight, nicotine and reducing sugar content. partial dominance with additive and dominant gene effect was observed for stalk height , leaf width midrib weight Overdominance with high dominant gene effect was observed for leaf length and midrib width. The directions of dominance were positive for yield, stalk height, leaf weight, leaf length, leaf width, midrib weight, midrib width and reducing sugar content, and the negative was days to flower. The estimates of effective genes were 1 for leaves per plant, 2 for stalk height, days to flower and leaf shape. 3 to 6 for leaf length, leaf width, leaf weight and midrib weight.

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Step-Size Control for Width Adaptation in Radial Basis Function Networks for Nonlinear Channel Equalization

  • Kim, Nam-Yong
    • Journal of Communications and Networks
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    • 제12권6호
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    • pp.600-604
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    • 2010
  • A method of width adaptation in the radial basis function network (RBFN) using stochastic gradient (SG) algorithm is introduced. Using Taylor's expansion of error signal and differentiating the error with respect to the step-size, the optimal time-varying step-size of the width in RBFN is derived. The proposed approach to adjusting widths in RBFN achieves superior learning speed and the steady-state mean square error (MSE) performance in nonlinear channel environment. The proposed method has shown enhanced steady-state MSE performance by more than 3 dB in both nonlinear channel environments. The results confirm that controlling over step-size of the width in RBFN by the proposed algorithm can be an effective approach to enhancement of convergence speed and the steady-state value of MSE.

신경망을 이용한 Edger압연 크롭저감 연구 (Crop Control by Using Neural Network in Edger Mill)

  • 천명식;장대섭;이준정
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 1999년도 제3회 압연심포지엄 논문집 압연기술의 미래개척 (Exploitation of Future Rolling Technologies)
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    • pp.438-446
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    • 1999
  • Crop minimization of the top and bottom ends of hot rolled plate, in a plate, in a plate mill, has been investigated. The existing model to determine the edging pattern at the finishing rolling pass was not reasonable to get high width accuracy and rolling yields. New models including width prediction have been formulated by using neural network model of back propagation learning algorithm and statistical analysis based on the actual production rolling data to give the optimal pattern for minimizing trimming loss. Using these models, at a given rolling condition of broadside pass and finishing pass and the permissible condition of width variation, it was possible to minimize crip at the top and bottom ends according to optimum procedure in plate mill. An application to improve the plan view pattern reduced width variation by 23% and crop length by 30% on average with an effective fishtail crop shape.

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횡하중을 받는 RC 무량판 구조의 슬래브 모델링 기법 (Modeling Method of Slabs in RC Flat-Plate Structures Under Lateral loading)

  • 최정욱;송진규;이수곤;김진상
    • 콘크리트학회논문집
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    • 제14권4호
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    • pp.615-622
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    • 2002
  • 철근콘크리트 무량판 구조의 내력 및 변위를 합리적으로 예측하기 위해서는 슬래브의 휨 강성을 고려한 해석모델이 필요하다. FEMA 273과 ACI 318-99에서는 횡 하중에 대한 슬래브의 해석모델들을 제시하고 있으나 실제적인 적용 방법론은 언급하고 있지 않다. 본 연구에서는 무량판 슬래브의 모델링 방법론을 정립하고 이를 내진설계에 어떻게 적용할 것인가에 대하여 연구하였다. 연구결과는 다음과 같다. 1) 무량판 구조의 3차원 해석시 슬래브의 휨 강성을 적절히 고려하기 위해서는 본 연구진이 제시하는 유효보폭 모델을 적용하는 것이 바람직하다. 2) 예제 무량판 건물 해석에서 슬래브의 균열효과를 고려한 유효보폭을 이용할 경우 해석결과는 횡변위에 대하여 상한값을 나타낸 반면 유효보폭 계수만을 고려한 모델은 접합부 불균형 모멘트에 대하여 상한값의 결과를 나타냈다.

On the direct strength and effective yield strength method design of medium and high strength steel welded square section columns with slender plate elements

  • Shen, Hong-Xia
    • Steel and Composite Structures
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    • 제17권4호
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    • pp.497-516
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    • 2014
  • The ultimate carrying capacity of axially loaded welded square box section members made of medium and high strength steels (nominal yield stresses varying from 345 MPa to 460 MPa), with large width-to-thickness ratios ranging from 35 to 70, is analyzed by finite element method (FEM). At the same time, the numerical results are compared with the predicted results using Direct Strength Method (DSM), modified DSM and Effective Yield Strength Method (EYSM). It shows that curve a, rather than curve b recommended in Code for design of steel structures GB50017-2003, should be used to check the local-overall interaction buckling strength of welded square section columns fabricated from medium and high strength steels when using DSM, modified DSM and EYSM. Despite all this, EYSM is conservative. Compared to EYSM and modified DSM, DSM provides a better prediction of the ultimate capacities of welded square box compression members with large width-thickness ratios over a wide range of width-thickness ratios, slenderness ratios and steel grades. However, for high strength steels (nominal yield strength greater than 460 MPa), the numerical and existent experimental results indicate that DSM overestimates the load-carrying capacities of the columns with width-thickness ratio smaller than 45 and slenderness ratio less than 80. Further, for the purpose of making it suitable for a wider scope, DSM has been modified (called proposed modified DSM). The proposed modified DSM is in excellent agreement with the numerical and existing experimental results.

Evaluation of shear lag parameters for beam-to-column connections in steel piers

  • Hwang, Won-Sup;Kim, Young-Pil;Park, Yong-Myung
    • Structural Engineering and Mechanics
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    • 제17권5호
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    • pp.691-706
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    • 2004
  • The paper presents shear lag parameters for beam-to-column connections in steel box piers. Previous researches have analyzed beam-to-column connections in steel piers using a shear lag parameter ${\eta}_o$ obtained from a simple beam model, which is not based on a reasonable design assumption. Instead, the current paper proposes a cantilever beam model and has proved the effectiveness through theoretical and experimental studies. The paper examines the inaccuracy of the previous researches by estimating the effective width, the width-span length ratio L/b, and the sectional area ratio S of a cantilever beam. Two different shear lag parameters are defined using the cantilever model and the results are compared each other. The first type of shear lag parameter ${\eta}_c$ of a cantilever beam is derived using additional moments from various stress distribution functions while the other shear lag parameter ${\eta}_{eff}$ of a cantilever beam is defined based on the concept of the effective width. An evaluation method for shear lag stresses has been investigated by comparing analytical stresses with test results. Through the study, it could be observed that the shear lag parameter ${\eta}_{eff}$ agrees with ${\eta}_c$ obtained from the $2^{nd}$ order stress distribution function. Also, it could be observed that the shear lag parameter ${\eta}_c$ using the $4^{th}$ order stress distribution function almost converges to the upper bound of test results.

단축발 운동을 적용한 벽 스쿼트 운동이 엎침발을 동반한 만성 허리통증환자의 통증과 골반 정렬에 미치는 영향 (The Effect of Wall-squat with Short-Foot Exercise on Pain and Pelvic alignment of Chronic Low Back Pain with Pronated Foot)

  • 김남준;이한숙
    • 대한물리의학회지
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    • 제16권4호
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    • pp.139-151
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    • 2021
  • PURPOSE: This study examined the effects of wall-squat with short-foot exercise on pain, dysfunction, and pelvic alignment in chronic low back pain patients. METHODS: Thirty outpatients diagnosed with chronic low back pain and pronated foot were enrolled in this study. The patients were divided randomly into a wall-squat with short-foot exercise group (WS; n = 15) and a normal wall-squat exercise group (NW; n = 15). These groups performed their respective exercises 15 times, for three sets, three times a week over six weeks. The visual analogue scale (VAS) was used to measure the subjects' pain, and the Roland-Morris disability questionnaire (RMDQ) was used to measure the subjects' dysfunction. A navicular drop test (NDT) was used to measure the subjects' arch height. To assess the patients' pelvic alignment, their lordosis, sacral tilt, lumbar width, sacral width, ilium length, and ilium width were measured by X-ray imaging. RESULTS: Both the WS and NW groups exhibited significant decreases in their VAS and RMDQ scores after exercise (p < .05). The WS group exhibited significant increases in their arch height (p < .05). Significant differences in the VAS, sacral tilt, sacral width, and ilium length were observed between the WS and NW groups (p < .05). CONCLUSION: These results suggest that wall-squat exercise is effective in decreasing the level of pain and dysfunction in chronic low back pain patients. In addition, the wall-squat with short-foot exercise is considered more effective in improving the pelvic alignment than without short-foot exercise. This can be an effective method for the non-pharmacological and non-surgical treatment of chronic low back pain

팔 굽혀 펴기에 대한 생체역학 분석 (Analysis of Biomechanics of Push-up Movement)

  • 노태환;김정효;박시백;이나나
    • 대한물리의학회지
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    • 제4권4호
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    • pp.269-274
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    • 2009
  • Purpose:The purpose of this study is an interval palmar width according to change of muscle activation under push-up movement. Methods:Three, this study participation normal young adult (male 3, mean age ; 24yaers). The subject performed maximum contraction under push-up movement. EMG activaty patterns is measured with three different width. The EMG activity of pectoralis major and latissimus dorsi were measured using surface electromyography. Results:EMG activation of pectoralis major and latissimus dorsi following of push-up was shown significant difference(p<.05). Also, experiment value was agree with calculation value and width of shoulder position was minimum of pectoralis major and latissimus dorsi muscle activity. Conslusion:RMS values in case of fretum and wide width of the hands on Latissimus Dorsi are shown muscle activity $132{\mu}V$ and $173.5{\mu}V$, respectively. Especialy, RMS value in terms of wide width of the hands on muscles is shown very enhanced muscle activity. It is suggest that interval palmar width of the hands on pectoralis major and latissimus dorsi in push-up movement was effective to intensify of the muscle activity.

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