• Title/Summary/Keyword: 등분

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Vertical Distribution of Vascular Plants in Osaek valley, Seoraksan National Park by Temperature Gradient (설악산국립공원 오색계곡 관속식물의 고도별 온도구배에 따른 수직분포)

  • Yun, Jong-Hak;Kim, Jung-Hyun;Kim, Sun-Yu;Park, Chan-Ho;Lee, Byoung-Yoon
    • Korean Journal of Environment and Ecology
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    • v.26 no.2
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    • pp.156-185
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    • 2012
  • In order to investigate vertical plant distribution on Osaek valley of Mt. Seorak by temperature change, vascular plants of fourteen areas with 100-meter-high difference were surveyed from the Osaekgyo(345m alt.) to the Daecheongbong(1708m alt.). A total of 449 taxa belonging to 94 families, 279 genera, 397 species, 5 subspecies, 45 varieties, and 2 forma were vegetated on survey areas. Around 500 m high did species diversity of vascular plants decrease rapidly. The Detrended correspondence analysis(DCA) divided distribution of vascular plants into five groups; areas below 500m alt., 500~900m alt., 900~1400m alt., 1,400~1,600m alt., and areas above 1,600m alt.. These results showed that vegetation of vascular plants on investigated areas has high correlation with climate elements of temperature. Vascular plants should be crowded within their own optimal ranges of vegetation. Climate change would result in shift of these distribution ranges, and thus vegetation shift will be happened accordingly.

The Effect of the Loading Size on Displacements of Stiffened Plates with Open Ribs (재하 크기가 개단면 리브 보강판의 처짐에 미치는 영향)

  • Chu, Seok Beom
    • Journal of Korean Society of Steel Construction
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    • v.18 no.5
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    • pp.563-574
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    • 2006
  • The objective of this study is to determine the effect of the loading size on displacements of stiffened plates with open ribs using the orthotropic rigidity ratio as the parameter. To analyze the displacement behavior of stiffened plates according to the loading size, a concentrated load and three types of uniform distributed loads were applied on the rib at the center of some plates. The results of the analysis of various stiffened plates show that the central displacement ratio of the distributed load to the concentrated load increased according to the decrease in the loading size, and that the ratio can be expressed as a function of the rigidity ratio for each rib space. The maximum displacement of the stiffened plate subjected to the distributed load did not appear at the center of the plate due to the local behavior, and the increasing ratio of the maximum displacement to the central displacement can be expressed as a function of the rigidity ratio for each rib space. Orthotropic plate analysis can achieve more accurate results using the proposed functions, and the application of the functions to examples of a different aspect ratio and support condition shows good accuracy. Therefore, using the functions proposed in this study, the central and maximum displacements can easily be achieved in the orthotropic plate analysis of stiffened plates subjected to the distributed load.

Determination of the Critical Buckling Loads of Shallow Arches Using Nonlinear Analysis of Motion (비선형 운동해석에 의한 낮은 아치의 동적 임계좌굴하중의 결정)

  • Kim, Yun Tae;Huh, Taik Nyung;Kim, Moon Kyum;Hwang, Hak Joo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.12 no.2
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    • pp.43-54
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    • 1992
  • For shallow arches with large dynamic loading, linear analysis is no longer considered as practical and accurate. In this study, a method is presented for the dynamic analysis of shallow arches in which geometric nonlinearity must be considered. A program is developed for the analysis of the nonlinear dynamic behavior and for evaluation of critical buckling loads of shallow arches. Geometric nonlinearity is modeled using Lagrangian description of the motion. The finite element analysis procedure is used to solve the dynamic equation of motion and Newmark method is adopted in the approximation of time integration. A shallow arch subject to radial step loads is analyzed. The results are compared with those from other researches to verify the developed program. The behavior of arches is analyzed using the non-dimensional time, load, and shape parameters. It is shown that geometric nonlinearity should be considered in the analysis of shallow arches and probability of buckling failure is getting higher as arches are getting shallower. It is confirmed that arches with the same shape parameter have the same deflection ratio at the same time parameter when arches are loaded with the same parametric load. In addition, it is proved that buckling of arches with the same shape parameter occurs at the same load parameter. Circular arches, which are under a single or uniform normal load, are analyzed for comparison. A parabolic arch with radial step load is also analyzed. It is verified that the developed program is applicable for those problems.

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Physicochemical Composition of Head-Type Kimchi Cabbage Leaves (결구배추 잎의 이화학적 성분 조성)

  • Seong, Gi-Un;Hwang, In-Wook;Chung, Shin-Kyo
    • Journal of the Korean Society of Food Science and Nutrition
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    • v.45 no.6
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    • pp.923-928
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    • 2016
  • To increase the consumption of head-type kimchi cabbage leaves as fresh food ingredients, the physicochemical composition was investigated depending on leaf parts. Kimchi cabbage leaves were divided into three portions, such as outer (L1), mid (L2), and inner (L3), and their proximate compositions were determined along with dietary fiber, free sugar, organic acid, free amino acid, and mineral contents. Contents of moisture, crude protein, and crude fat were highest in L1, whereas contents of crude ash and carbohydrate were highest in L3 (P<0.05). Calories ranged 24.5~26.5 kcal/100 g with no significant difference among leaf parts, and dietary fiber content of L1 was highest (P<0.05). Fructose, glucose, and sucrose contents were highest in L3 (P<0.05). Citric acid, malic acid, and succinic acid were detected, and contents of citric acid and malic acid were highest in L3, in contrast, succinic acid was highest in L1 (P<0.05). Glutamic acid, constituting over 30% of the total free amino acid contents, was highest in L3, whereas ${\gamma}-aminobutyric$ acid contents were highest in L1 (P<0.05). K, Na, Ca, and Mg were the major minerals in head-type kimchi cabbage, and their contents showed no significant differences (P<0.05). It can be proposed that marketing of head-type kimchi cabbage as a fresh-cut vegetable could be enhanced due to the different quality characteristics of its leaf parts.

Identification of Uncertainty in Fitting Rating Curve with Bayesian Regression (베이지안 회귀분석을 이용한 수위-유량 관계곡선의 불확실성 분석)

  • Kim, Sang-Ug;Lee, Kil-Seong
    • Journal of Korea Water Resources Association
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    • v.41 no.9
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    • pp.943-958
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    • 2008
  • This study employs Bayesian regression analysis for fitting discharge rating curves. The parameter estimates using the Bayesian regression analysis were compared to ordinary least square method using the t-distribution. In these comparisons, the mean values from the t-distribution and the Bayesian regression are not significantly different. However, the difference between upper and lower limits are remarkably reduced with the Bayesian regression. Therefore, from the point of view of uncertainty analysis, the Bayesian regression is more attractive than the conventional method based on a t-distribution because the data size at the site of interest is typically insufficient to estimate the parameters in rating curve. The merits and demerits of the two types of estimation methods are analyzed through the statistical simulation considering heteroscedasticity. The validation of the Bayesian regression is also performed using real stage-discharge data which were observed at 5 gauges on the Anyangcheon basin. Because the true parameters at 5 gauges are unknown, the quantitative accuracy of the Bayesian regression can not be assessed. However, it can be suggested that the uncertainty in rating curves at 5 gauges be reduced by Bayesian regression.

Effect of Seed Position on Seed Size, Contents of Ginsenosides, Free Sugars and Fatty Acids in Panax ginseng (종자의 착생위치가 인삼종자의 크기, 사포닌, 유리당 및 지방산함량에 미치는 영향)

  • 이종철;안대진;변정수;장진규;황건중
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.32 no.3
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    • pp.330-335
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    • 1987
  • This study was carried out to know the effect of seed position on the size, contents of ginsenosides, free sugars, and fatty acids in ginseng seeds. Seed positions were classified by the three portions as center, middle and border in a seed cluster. Seed weight at center was light remarkably in comparison with those of seeds of at border and middle. The weight of embryo plus endosperm was in same tendency as seed weight. Percentage of single-seeded berry was smaller than that of the double-seeded, and the triple-seeded was rare. The percentage of the single-seeded increased from the border to the center. Size of the single -seeded seed was smaller than that of the double- seeded. Rate of dehiscence did not differ among different seed positions. The major ginsenosides in seed were Re, Rb$_1$, and Rb$_2$. The contents of Rb$_2$ and total saponin were highest in border, least in center, but reversed in Re and Rd. Major free sugars in seed were sucrose and glucose. The sucrose content was gradually decreased according to the seed position from border to center. Major fatty acids in the seed were oleic and linoleic acid. Contents of palmitic and linolenic acid were different according to the seed position.

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The Introduction and the Use of Number Line on the Learning of Number Concept (수 개념 학습에서 수직선의 도입과 활용)

  • Kim, Yang Gwon;Hong, Jin-Kon
    • Journal of Elementary Mathematics Education in Korea
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    • v.20 no.3
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    • pp.431-456
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    • 2016
  • The purpose of this study is to investigate the appropriate time of introduction and the usage of the number line, in order to suggest the right point of learning the number concept to the elementary school students. For the efficient achievement of this purpose, we investigated the mathematical models for constructing the number concept such as number line, empty number line and double number line, counting and development of number concept. Then, we conducted case study on the time of introduction and the usage of the number line. Finally, we analyzed the result. First, there is need for adjustment to conduct the introduction of the number line from the second year of elementary school, so to help the students understand the continuing number concept through the understanding on the metaphorical concept of the number line. Second, there is the need of positive introduction and the use on the mathematical models; empty number line which helps to draw various thinking strategy visually through the process of operations such as addition and subtraction; the division into equal part and division by equal part in which multiplicative comparative situation or division takes place; the double number line which helps to understand the rate or proportional distribution. Finally, when adopting the number line, the empty number line, or the double number line, we suggested the necessity of learning about elaborate guidance and the usage in order to fully understand the metaphorical concept of the number line.

Statistical review and explanation for Lanchester model (란체스터 모형에 대한 통계적 고찰과 해석)

  • Yoo, Byung Joo
    • The Korean Journal of Applied Statistics
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    • v.33 no.3
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    • pp.335-345
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    • 2020
  • This paper deals with the problem of estimating the log-transformed linear regression model to fit actual battle data from the Ardennes Campaign of World War II into the Lanchester model. The problem of determining a global solution for parameters and multicollinearity problems are identified and modified by examining the results of previous studies on data. The least squares method requires attention because a local solution can be found rather than a global solution if considering a specific constraint or a limited candidate group. The method of exploring this multicollinearity problem can be confirmed by a statistic known as a variance inflation factor. Therefore, the Lanchester model is simplified to avoid these problems, and the combat power attrition rate model was proposed which is statistically significant and easy to explain. When fitting the model, the dependence problem between the data has occurred due to autocorrelation. Matters that might be underestimated or overestimated were resolved by the Cochrane-Orcutt method as well as guaranteeing independence and normality.

Experimental Evaluation of Seismic Column Splice with Partial Joint Penetration Welds (부분용입용접 내진기둥 이음부의 강도평가)

  • Lee, Cheol Ho;Kim, Jae Hoon;Kim, Jung Jae;Oh, Sang Hoon
    • Journal of Korean Society of Steel Construction
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    • v.20 no.6
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    • pp.817-827
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    • 2008
  • The seismic performance of a column splice fabricated with PJP (partial joint penetration) welds for special moment frames was experimentally evaluated in this study. The steel materials that were used for the specimens included SHN490 and SN490 steel, or the newly developed structural steel for seismic application. Fabricating the column splice with PJP welds is highly attractive from the perspective of reducing the welding cost and the construction time. PJP welds in column splices are viewed apprehensively, however, because several tests have shown that PJP welds in thick members tend to become brittle under tensile loads. The column splices in this testing program were designed for the expected plastic moment of the column that current seismic codes typically require. The design strength of partial-penetration welded joints was determined according to the 2005 AISC-LRFD Specification. Three-point loading was applied monotonically, using a universal testing machine, such thatthe column splice joints were subjected to pure tension. The test results showed that the PJP welded splices, if designed properly, can develop a strength exceeding that of the actual plastic moment of the column. The specimen made of the SM490 rolled section, however, showed a brittle fracture at the splice soon after achieving the actual plastic moment of the column. The tensile coupon test results also showed that the material properties of SM490 steel are more unpredictable. Overall, although the test data are limited, the SHN490 and SN490 steel specimens showed a superior and reliable performance.

Structural Behavior of Steel Wire Truss Deck with Continuous Lattices to the Longitudinal Direction (길이방향으로 연속된 래티스를 가지는 철선 트러스데크의 구조 거동)

  • Lee, Sung Ho;Park, Hyung Chul;Oh, Bo Hwan;Cho, Soon Bo
    • Journal of Korean Society of Steel Construction
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    • v.21 no.1
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    • pp.37-44
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    • 2009
  • A truss deck system that has replaced the slab form conventional method has become widely used in the construction of reinforced concrete structures as well as steel structures. The current commercial products, however, have some problems. The discontinuity between the lattice wires on the joint of the bottom wire induces vierendeel behavior, which increases the deflection of the system. In this research, a new truss deck system with continuous lattice wires on the level of the bottom wire was developed to reduce the system's vierendeel behavior and to improve its deformation capacity. To investigate the system's structural behavior, an experimental test and an analysis were performed. The main parameters of the test and analysis were the longitudinal shape and spacing of the lattices. To simulate the loading condition in the construction field, uniform construction loads were directly applied on the deck plates of the analysis model and the test specimens. The results of such analysis and test revealed that the longitudinal shape of the lattice wires is a major factor affecting the structural behavior of a steel wire truss deck. Thus, continuous lattice wires could result in decreased vierendeel behavior in the steel wire truss deck. It was also found that the truss deck system with lattices spaced longer than in the conventional products could be effectively used without increasing the member stresses.