• 제목/요약/키워드: Length to width ratio

검색결과 853건 처리시간 0.042초

QTL Mapping of Agronomic Traits Using an Introgression Line Population Derived from an Intersubspecific Cross in Rice

  • Oh, Chang-Sik;Park, In-Kyu;Kim, Dong-Min;Ahn, Sang-Nag
    • 한국육종학회지
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    • 제42권5호
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    • pp.470-480
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    • 2010
  • The objectives of this study were to identify QTLs for agronomic traits using introgression lines from a cross between a japonica weedy rice and a Tongil-type rice. A total of 75 introgression lines developed in the Tongil-type rice were characterized. A total of 368 introgressed segments including 285 homozygous and 83 heterozygous loci were detected on 12 chromosomes based on the genotypes of 136 SSR markers. Each of 75 introgression lines contained 0-9 homozygous and 0-8 heterozygous introgressed segments with an average of 5.8 segments per line. A total of 31 quantitative and 2 qualitative loci were identified for 14 agronomic traits and each QTL explained 4.1% to 76.6% of the phenotypic variance. Some QTLs were clustered in a few chromosomal regions. A first cluster was located near RM315 and RM472 on chromosome 1 with QTLs for 1,000 grain weight, culm length, grain width and thickness. Another cluster was detected with four QTLs for 1,000 grain weight, grain length, grain width and grain length/width ratio near the SSR marker RM249 on chromosome 5. Among the 31 QTLs, 9 (28.1%) Hapcheonaengmi3 alleles were beneficial in the Milyang23 background. ILs would be useful to confirm QTLs putatively detected in a primary mapping population for complex traits and serve as a starting point for map-based cloning of the QTLs. Additional backcrosses are being made to purify nearly isogenic lines (NILs) harboring a few favorable Hapcheonaengmi3 alleles in Milyang23 background.

자탈형 콤바인의 예취작업법에 관한 연구 -혼합예취법을 중심으로 (제1보)- (Stuides on the Cutting Methods of the Self-feeding Type Combine -on the Mixed Cutting Method (1)-on the Mixed Cutting Method(I))

  • 최복연
    • 한국농공학회지
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    • 제18권2호
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    • pp.4096-4104
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    • 1976
  • This experiment was carried out to investigate the efficient turning method which will be able to use every cutting methods, to calculate the width of the center field which must transpose from rotary cutting method to return cutting method, to investigate the effects of L/W and unit field on the operation efficiency. The results are summarized as follows: 1. In case of cutting in the outer field, the efficient turning method is the "$\alpha$" type turning method (half U-shaped turning method) at the first rotation, is the "$\beta$" type turning method (T-shaped turning method) at the second to fourth rotation. 2. In case of cutting in the inner field, the efficient turning method which takes the least turning time is the "a" type turning method ($\Delta$-shaped turning method). 3. The width of the center field (W') changes by the length-width ratio (L/W) and width (W), W' is 9.0m in case that L/W is 2.5 and W is 30m. 4. The larger L/W and area of unit field (A) become, the more operation efficiency (E) increases, and the limits that E is affected signicantly by L/W is 2 to 3.5 and A is within 5,000$m^2$. within 5,000$m^2$.

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유한요소해석 기법을 화용한 일축대칭 변단면 I형보의 좌굴강도 특성 고찰 (A Study on Lateral Torsional Buckling Strength of Nonprismatic Monosymmetric I-Beam using Finite Element Analysis)

  • 캐서린;강효기;박종섭
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2010년도 정기 학술발표대회
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    • pp.83.2-83.2
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    • 2010
  • Stepped I-beams having increased moment of inertia at one end(singly stepped beam) or both ends(doubly stepped beams) can often be seen in construction of bridges due to material economy and easy fabrication of the section. This paper presents the results of the parametric study of lateral torsional buckling of monosymmetric stepped I-beams with constant depth subjected to equal and opposite end moments applied at the end of the beam. Design recommendations were made based on the finite element results of the models having different combinations of monosymmetric ratio, stepped length ratio, flange thickness ratio and flange width ratio,. The proposed approximation is acceptable based on the parameters given having mostly conservative results. The proposed equation can be further used to extend the study to different loading conditions.

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Shear lag effect of varied sectional cantilever box girder with multiple cells

  • Guo, Zengwei;Liu, Xinliang;Li, Longjing
    • Structural Engineering and Mechanics
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    • 제84권3호
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    • pp.295-310
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    • 2022
  • This paper proposes a modified bar simulation method for analyzing the shear lag effect of variable sectional box girder with multiple cells. This theoretical method formulates the equivalent area of stiffening bars and the allocation proportion of shear flows in webs, and re-derives the governing differential equations of bar simulation method. The feasibility of the proposed method is verified by the model test and finite element (FE) analysis of a simply supported multi-cell box girder with constant depth. Subsequently, parametric analysis is conducted to explore the mechanism of shear lag effect of varied sectional cantilever box girder with multiple cells. Results show that the shear lag behavior of variable box-section cantilever box girder is weaker than that of box girder with constant section. It is recommended to make the gradient of shear flow in the web with respect to span length vary as smoothly as possible for eliminating the shear lag effect of box girder. An effective countermeasure for diminishing shear lag effect is to increase the number of box chambers or change the variation manner of bridge depth. The shear lag effect of varied sectional cantilever box girder will get more server when the length of central flanges is shorter than 0.26 or longer than 0.36 times of total width of top flange, as well as the cantilever length exceeds 0.29 times of total length of box's flange. Therefore, the distance between central webs can adjust the shear lag effect of box girder. Especially, the width ratio of cantilever plate with respect to total length of top flange is proposed to be no more 1/3.

ES모델을 이용한 해상교량 하부 적정 직선항로 길이에 대한 기초 연구 (A Basic Study on Proper Straight Route Distance under Marine Bridge using ES Model)

  • 박영수;최광영;박상원
    • 해양환경안전학회지
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    • 제24권2호
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    • pp.133-139
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    • 2018
  • 해상교량 하부의 직선항로 길이 확보는 선박 통항 안전을 위한 중요한 요소 중 하나이다. 그러나 항만 및 어항 설계기준에 따르면 해상교량 하부 직선항로 길이는 선박길이의 8배로 획일적인 가이드라인을 적용하고 있다. 본 연구는 적정 해상교량 하부직선길이를 도출하기 위해 ES 모델을 이용하여 항로폭, 통항량, 항로의 곡률, 직선항로길이에 따른 위험도 비율을 확인했다. 확인 결과 항로의 곡률이 $45^{\circ}$의 경우 항로길이가 3L에서 10L로 길어짐에 따라 위험도 비율이 2.27 % 감소했다. 곡률에 따른 위험도는 직선항로의 길이가 3L의 경우 곡률이 $45^{\circ}$에서 $0^{\circ}$로 변하면서 위험도 비율이 4.83 % 감소하는 것을 확인했다. 또한 항로폭 400 m, 시간당 발생선박이 20척의 조건에서 항로의 곡률별, 직선항로에 따른 위험도 비율은 최대 1.45 % 감소하는 것을 확인했다. 이를 통해 해상 교량 건설 시 항로의 혼잡도 및 곡률에 따라 일정 길이 이상의 직선항로가 필요함을 검증했다.

Electrodeposition 변수에 따른 Trench Via의 Cu Filling 특성 (Cu Filling Characteristics of Trench Vias with Variations of Electrodeposition Parameters)

  • 이광용;오택수;오태성
    • 마이크로전자및패키징학회지
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    • 제13권4호
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    • pp.57-63
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    • 2006
  • 칩 스택 패키지의 삼차원 interconnection에 적용을 위해 폭 $75{\sim}10\;{\mu}m$, 길이 3mm의 트랜치 비아에 대해 전기도금전류밀도 및 전류모드에 따른 Cu filling 특성을 분석하였다. 직류모드로 $1.25mA/cm^{2}$에서 Cu filling한 경우, 트랜치 비아의 폭이 $75{\sim}35{\mu}m$ 범위에서는 95% 이상의 높은 Cu filling ratio를 나타내었다. 직류 전류밀도 $2.5mA/cm^{2}$에서 Cu filling한 경우에는 $1.25mA/cm^{2}$ 조건에 비해 열등한 Cu filling ratio를 나타내었으며, 직류모드에 비해 펄스모드가 우수한 Cu filling 특성을 나타내었다.

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상악 전치부 치은선의 평균치에 관한 연구 (Study of Normative Gingival Proportion in Anterior Maxilla)

  • 정민영;임성빈;정진형
    • Journal of Periodontal and Implant Science
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    • 제34권1호
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    • pp.19-28
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    • 2004
  • Tooth is the most important element in esthetic consideration on facial area. Tooth alignment which is in harmony with gingiva, lips, and face is also key element. The purpose of this study was to give a clinical discipline for restoration of gingival contour, which contains a ratio of maxillary 6 anterior teeth, research for gingival contour etc., in case of rehabilitation of maxillary anterior teeth. 300 Dankook university dental school students ,who is their twenties and free from periodontitis, participate in this study. The result was from each 70 males and females who had normal occlusion and tooth alignment. Length, width and length/width ratio of maxillary 6 anterior teeth were 0.74-0.81 in male, 0.81-0.84 in female. There was significant difference between male and female. The most deepest position of gingiva in maxillary central incisor and canine was located in distal part of teeth and maxillary lateral incisor was middle portion. In maxillary central incisors, gingival line of the most deepest point appeared significant difference between male and female (p<0.01) whereas there was no difference in lateral incisors and canines. Distance between interdental papilla apex and the most deepest portion appeared significant difference between male and female. Distance of the deepest position of gingiva is statistically significant except maxillary central incisors and lateral incisors. Standard deviation and mean of the width of labio-lingual were measured in cervical area and there was a significant difference both male and female.(p<0.01) From this result, we could get the mean of maxillary anterior gingival line and these results have great value in clinical guidance in studying maxillary anterior teeth.

탄성보 이론을 적용한 원형평판의 지지단길이 변화에 따른 강성도 해석 (The Stiffness Analysis of Circular Plate Regarding the Length of Supporting End Using Elastic Beam Theory)

  • 한동섭;한근조;심재준;김태형
    • 한국정밀공학회지
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    • 제21권3호
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    • pp.109-116
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    • 2004
  • This paper investigates the characteristics of deflection for circular plate that has same supporting boundary condition along the width direction of plate according to the length change of supporting end. For two boundary conditions such as simple supporting and clamping on both ends, this study derives maximum deflection formula of circular plate using differential equation of elastic curve, assuming that a circular plate is a beam with different widths along the longitudinal direction. The deflection formula of circular plate is verified by carrying out finite element analysis with regard to the ratio of length of supporting end to radius of circular plate.

CCT시편의 형상과 하중조건이 J 적분에 미치는 영향 (The Effects of CCT Specimen Geometry and Loading Condition on the J-Integral)

  • 이억섭;김종호
    • 한국정밀공학회지
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    • 제20권2호
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    • pp.154-161
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    • 2003
  • The effects of specimen geometry, and loading conditions on the J-integral fur CCT (center cracked tension) specimens are investigated by using FEM. It is found that the J-integral tends to decrease according to the parallel tensile loading to crack line. Furthermore, it is verified that the compressive parallel loading to crack line is likely to increase the J-integral. A stress ratio of length to width of the center CCT specimen is confirmed to affect the J-integral significantly.

탄성지반 위에 놓인 곡선부재의 진동 특성 (Vibration Characteristics of Curved Members Resting on Elastic Foundations)

  • 오상진;박광규
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2004년도 춘계학술대회논문집
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    • pp.788-793
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    • 2004
  • The main purpose of this paper is to Investigate the free vibrations of circular curved members resting on nonhomogeneous elastic foundations. The governing differential equations derived in a previous paper are used. The governing equations are solved numerically to obtain frequencies. Hinged-hinged end constraint is considered in numerical examples. The lowest three natural frequencies are calculated over a wide range of non-dimensional system parameters: the foundation rested ratio, the foundation parameter, the horizontal rise to span length ratio, the slenderness ratio, and the width ratio of the contact area between the member and the foundation.

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