• 제목/요약/키워드: length factor

검색결과 2,591건 처리시간 0.03초

토양수분구배에서 굴참나무와 떡갈나무의 생육반응, 생태 지위 및 중복역 (Growth Response, Ecological Niche and Overlap between Quercus variabilis and Quercus dentata under Soil Moisture Gradient)

  • 박여빈;김의주
    • 한국환경복원기술학회지
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    • 제26권5호
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    • pp.47-56
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    • 2023
  • The Quercus variabilis and Quercus dentata, which are said to be relatively drought tolerant among the important genus Quercus that represent deciduous broad-leaved forests in Korea. These two species are widely distributed worldwide in Korea, Japan and China (northern, central, western and eastern subtropical regions). This study compared the ecological niche breadth and overlap according to growth response in 4 soil moisture gradients for the two species and tried to reveal degree of competition and ecological niche characteristics. The ecological niche breadth was 0.977±0.020 for Q. variabilis and 0.979±0.014 for Q. dentata, the latter being slightly wider. And they were similar in 5 traits (stem length, leaf lamina length, leaf width length, stem weight, leaf petiole weight), Q. variabilis was more dominant in 4 traits (leaves number, stem diameter, leaf area, leaf petiole length), and Q. dentata was more dominant in 7 traits (root length, shoot length, plant weight, root weight, shoot weight, leaf weight, leaf petiole weight). The ecological niche overlap for soil moisture between the two species overlapped most in plant structure-related traits and least in photosynthetic organ-related traits such as petiole length. As a result of principal component analysis, degree of competition between the two species for soil moisture was more severe when the soil moisture condition was low than high. Among the measured traits that affect the two-dimensional distribution, 8 traits (Leaves number, Shoot length, Stem length, Plant weight, Root weight, Shoot weight, Stem weight, Leaves weight) were correlated with the factor 1, and 2 traits (Leaf width length, Leaf petiole weight) were correlated with the factor 2 (r>0.5). These results show that the ecological response of the two species to soil moisture is not a few traits involved, but several traits are involved simultaneously.

고정 지점을 갖는 X-브레이싱의 탄성 면외 좌굴 (Out-of-Plane Elastic Buckling of X-Bracing System with Fixed Ends)

  • 문지호;윤기용;이학은
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2007년도 정기총회 및 학술발표대회
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    • pp.293-296
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    • 2007
  • This study investigated the out-of-plane elastic buckling load and effective length factor of X-bracing system. The members of X-bracing system which are studied in this paper are rigidly attached to the structure at their end connections, and are pinned or rigidly connected at their point of intersection. The effective length factors are derived for the general case where the tension and compression brace have different material and geometrical properties.

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순수형 보강토교대의 교대 형상에 따른 인발 안정성 검토 (A Study on Pullout Stability according to Abutment Shape of True Mechanicaaly Stabilized Earth Wall Abutment)

  • 신근식;한희수
    • 한국산학기술학회논문지
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    • 제20권3호
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    • pp.594-601
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    • 2019
  • 순수형 보강토교대는 상부구조의 하중을 보강토체 상단에 직접기초 형식으로 지지하는 교대이다. 교대 자체의 변형을 최소화하기 위해 비신장성 보강재인 메탈스트립을 사용하여야 한다. 순수형 보강토교대의 적용조건 도출을 위한 매개변수해석은 Zevogolis(2007)에 의해 수행되었다. 그 결과, 최상단 보강재의 인발 안전율이 가장 작게 산정되는 것으로 나타났다. 따라서 최상단 보강재의 인발 안전율이 가장 중요한 설계인자로 판단된다. 본 연구에서는 교대의 형상에 따른 최상단 보강재의 인발 안전율 변화를 검토하였다. 교대 길이와 교대 뒷굽 길이, 교대 높이를 변수로 하여 매개변수해석을 수행하였다. 매개변수해석 결과, 교대 길이와 교대 뒷굽 길이가 증가함에 따라 인발 안전율이 증가하는 것으로 나타났다. 이는 교대 길이가 증가함에 따라 교대의 접지면적이 증가하게 되었으며, 그로 인해 상부구조의 하중이 분산되었기 때문이다. 교대 길이 1.2m에서와 교대 뒷굽 길이 0.9m 지점에서 인발 안전율이 수렴하는 것으로 나타났다. 이는 접지면적 증가에 따라 보강재의 유효길이가 감소하였기 때문이다. 그러나, 교대 길이와 교대 뒷굽 길이가 과도하게 증가될 경우 상부구조의 연장이 증가하게 된다. 그리고 교대 높이가 과도하게 증가할 경우 교대 뒤채움부 토공량이 증가하게 된다. 이는 보강토옹벽에 상부하중으로 작용하게 된다. 따라서 이에 대한 면밀한 검토가 필요하다고 판단된다.

노인여성의 의복행동과 기성복 맞음새 (A Study on the Clothing Behaviors and Wearing Sensation of Women's Ready-to-wear)

  • 이영주;김점해
    • 한국생활과학회지
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    • 제16권1호
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    • pp.123-135
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    • 2007
  • The purpose of this study was to investigate the clothing behaviors and wearing sensation of ready-to-wear of the elderly woman who residing in the Pusan and Kimhae. The subjects were elderly woman who assessed the wearing sensation of slacks, jacket 1(1-2button), jacket 2(over 4button), and jumper. The results were as follows: 1. In the analysis of the clothing behaviors factors, the factor 1 was the concern about the appearance, the factor 2 was mental dependency about the clothes, the factor 3 was the satisfaction about the clothes and the factor 4 was the concern about the fashion. 2. As for the wearing sensation of the slacks, waist and thigh of the slacks was large and slacks length and crotch length was long. As for the wearing sensation of the jacket 1, over the age of 70 years was more satisfied than under the age of 70 for the wearing sensation of bust, waist, hip, and sleeve length. As for the wearing sensation of the jacket 2, under the age of 70 years was more satisfied than over the age of 70 for the wearing sensation of sleeve length and location of the armhole. As for the wearing sensation of the jumper, the area showed significant difference in waist. Jumper was larger than jacket.

노치부를 가진 Glass/Epoxy 복합재료의 노치강도 평가와 불안정 파괴조건 (The Notched Strength and Fracture Criterion in Plain Woven Glass/Epoxy Composites With a Crack)

  • 김정규;김도식
    • 한국해양공학회지
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    • 제7권2호
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    • pp.57-67
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    • 1993
  • The fracture behavior of plain woven glass/epoxy composite plates with a crack is investigated under static tensile loading. It is shown in this paper that the characteristic length associated with the point stress criterion depends on the crack length. To predict the not ched tensile strength, the point stress criterion proposed by Whitney and Nuismer are modified. An excellent agreement is found between the experimental results and the analytical prediction of the modified point stress criterion. The condition of unstable crack growth in the presence of a per-existing flaw(machined notch) is examined by means of the maximum stress intensity factor $K_max$ using maximumload P$_max$. The values of $K_max$ evaluated from energy release rate G$_max$(the compliance me thod) indicate a wide difference. Therefore in regard to anisotropy and heterogeneity of the composite materials studied, the modified shape correction factor f(a/W) is obtained. $K_max$evaluated by the compliance method a little or insignificantly depends on the initial crack length a, the specimen thickness B, the crack angle .theta. and the specimen geometry.

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중년 여성의 하반신 체형 분류에 관한 연구 (Classification of Lower Body Shape of Middle-aged Women(Aged 40 to 59))

  • 이정진
    • 한국의상디자인학회지
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    • 제16권4호
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    • pp.27-36
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    • 2014
  • Lower body type of middle-aged(40 to 59) women was analyzed to develop body type-specific slacks. The analysis has four factors. Factor one is hip and leg type. Factor two is lower body height and length. Factor three is waist type, and factor four is hip length. By conducting a cluster analysis with scores of four factors, it came to have three types of classifications. Type one is a rectangular-shaped slim type. Women of this type have a high and lengthy lower body and middle-length hip. They have thin and small legs, their lower body is the longest, and the smallest with small curve among three types. Type two is the diamond-shaped obese type. They have a high and long lower body and legs are medium they are the most obese type. Type three is the large, trapezoidal-shaped, slightly overweight type. They have the longest and the biggest leg and hip. But the length and height of the lower body is the shortest among the three, and the hip is small. Legs are the thickest and shortest. The hip is big compared with the waist and is the longest. They have big hips and thick legs.

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3D 가상 착의 시스템을 활용한 원피스 드레스의 원형 개발 및 시각적 이미지 연구 (Development of a Pattern and Visual Image for a One-Piece Dress using a 3D Virtual Clothing System)

  • 어미경
    • 복식문화연구
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    • 제19권3호
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    • pp.597-611
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    • 2011
  • The purpose of this study is to propose a design method for one-piece dress patterns with high body fitness through an appearance evaluation of one-piece dress patterns with the application of the 3D Virtual Clothing System known as i-designer. Measures consisted of an optical illusion effect in visual imagery and mutual influence according to a change in the length and princess line, in a silhouette of a one-piece dress. The data was assessed by a t-test and a multi-way ANOVA and factor analysis using SPSS 17.0. The results were as follows; The design of the study pattern was done by modifying the ease of the bust circumference, ease of the abdominal circumference, ease of the hip circumference, the position of the side seam line, and the appearance of horizontality in the hem line, which received a low evaluation in appearance evaluations of a one-piece dress pattern. As a result of analyzing the visual image according to a change in the length and princess line, in the form of a silhouette of a one-piece dress, four factors were selected; the whole-body optical illusion factor, the upper-body optical illusion factor, the bust optical illusion factor, and the lower-body optical illusion factor. As a result of analyzing the effect of the interaction in the visual image according to the design variables, the influence of the main effect was found to be great in each factor. In the upper-body optical illusion factor, a significant difference was not noted in the two-way interaction between the length and the princess line. However, the influence on three-way interaction among the length, princess line, and silhouette was significant.

의복설계를 위한 성인여성의 經部 및 肩部의 유형화 I (A Study on the Shapes of Women′s Neck and Shoulder in Dressmaking I)

  • 김희숙
    • 복식문화연구
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    • 제8권5호
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    • pp.668-680
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    • 2000
  • The study presents the general types and individual differences of the shape of the adult women's neck and shoulder in our country. It is based on the average value, the standard deviation, the maximum value, the standard deviation, the maximum value, the minimum value and c.v. measured from the women at the age of 19 through 64. The results of this study are as follows ; 1. The factors by factor analysis are five. The first is the size factors of the neck and shoulder. The second is shape factor of neck. The third is plane view and length factor of the neck. The fourth is the side view factor of the neck and shoulder. The fifth is the shape factor of shoulder. Therefore the shape of the neck and shoulder should be examined in the shape factors as well as in the size factors as well as in the size factors for the designing body-suitable clothes. 2. The factors of the concrete objects are the solid view of neck and shoulder, the cross-sectional view of neck line, side view of neck and shoulder and length of neck. The explainable measuring items for the factors are the difference of the length between lower neck round line and the 4㎝ above neck round line, the length of neck, the angle of inclination between fore neck and back neck, the angle of inclination of the side shoulder, the difference of the height between fore neck point and back neck point, the width of shoulder, the width of chest and the width of back. 3. The concrete objects of the neck and shoulder have five types ; Type Ⅰ is average type, Type Ⅱ is thick short neck and the drooping shoulder type, Type Ⅲ I is slender long neck and lean-back shoulder type, Type Ⅳ is thick and rising shoulder type and Type Ⅴ is slender and drooping shoulder type.

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철골가새골조의 반응수정 계수 (Response Modification Factor of Steel Braced Frames)

  • 김진구;남광희;최현훈
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2003년도 추계 학술발표회논문집
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    • pp.231-238
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    • 2003
  • The overstrength factor and the ductility factor are the two important factors that determines response modification factors used in current seismic codes. The objective of this paper is to obtain the overstrength and ductility factors of special concentric braced frames. For this purpose pushover analysis is performed with model structures until the maximum inter-story drift reaches 2.5% of story height. According to the analysis results, the overstrength factors increase as the height of structures decreases and the span length increases. Ductility factors for mid-story structures turns out to be higher than the other structures and span length does not contribute much to ductility factors.

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볼접합부를 갖는 원형강관부재의 좌굴길이 평가 (Evaluation on the Buckling Length of Circular Hollow Steel with Ball Joints)

  • 강종
    • 한국산업융합학회 논문집
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    • 제15권1호
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    • pp.5-11
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    • 2012
  • The Buckling of the member under compressive stress is likely to occur, which is an important factor determining the strength of structures. The objective of this study was to evaluate the member buckling strength of a circular hollow steel with ball joints and to compare with design specifications for load resistance factor of our country. Furthermore, we would like to suggest basic data for evaluation of buckling length of a circular hollow steel with ball joints according to comparative analysis. These results were summarized as follows: Buckling stress according to the test results on buckling was 1.21 times greater than LSD specifications of our country estimated the entire length of circular hollow steel with ball joints as buckling length. In addition, it was 1.16 times greater than when estimating the length except the ball as buckling length and 1.14 times grater than when excluding the ball and sleeve. Therefore, when estimating buckling stress of circular hollow steel with ball joints, their buckling length may be measured by the length except ball and sleeve.