• Title/Summary/Keyword: 무리

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Hydraulic Habitat Analysis of Benthic Macroinvertebrates at Gapyeong Stream (가평천의 저서성 대형무척추동물 서식처의 수리 특성 분석)

  • Kim, Jin Hong
    • Journal of Korea Water Resources Association
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    • v.47 no.1
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    • pp.63-70
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    • 2014
  • Hydraulic habitat analysis of Benthic Macroinvertebrates was performed at Gapyeong stream. Among the kinds of the Benthic Macroinvertebrates, the most representative ones are the Ecdyonurus kibunensis from the clingers, Paraleptophlebia cocorata from the swimmers, Chironomidae spp from the burrowers, Psilotreta kisoensis iwata from the sprawlers. They showed different habitat types by the hydraulic conditions such as flow velocity, depth and particle size of riverbed materials. Habitat conditions of swimmers were determined mainly by the flow velocity rather than flow depth or riverbed materials. Burrowers prefer sand and silt, and inhabited at the riverbed. Sprawlers prefer cobble or boulder and inhabited for velocity of 0.05~0.15 m/s. Clingers prefer pebble or cobble and inhabited for velocity of 0.06~0.15 m/s. Although the habitats of each groups are different by the hydraulic properties, they were found to be different mainly by the water velocity.

Study on time-varying herd behavior in individual stocks (개별 주가에 반영된 시변 무리행동 연구)

  • Park, Beum-Jo
    • Journal of the Korean Data and Information Science Society
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    • v.22 no.3
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    • pp.423-436
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    • 2011
  • Many of the theoretical studies have considered herd behavior as a source of the volatility in financial markets, but there have been few empirical studies on the dynamic herding due to the technical difficulty of detecting herd behavior with time-series data. In this context, this paper proposes a new method for measuring time-varying herd behavior based on QR-GARCH model. Using daily data of KOSPI stocks, this paper provides some empirical evidence for strong and volatile herding among traders of stocks of medium firms, and shows that time-varying herd behavior in traders of some stocks has persistent autocorrelation.

Pre-Service Teachers' Understanding of the Concept and Representations of Irrational Numbers (예비교사의 무리수의 개념과 표현에 대한 이해)

  • Choi, Eunah;Kang, Hyangim
    • School Mathematics
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    • v.18 no.3
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    • pp.647-666
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    • 2016
  • This study investigates pre-service teacher's understanding of the concept and representations of irrational numbers. We classified the representations of irrational numbers into six categories; non-fraction, decimal, symbolic, geometric, point on a number line, approximation representation. The results of this study are as follows. First, pre-service teachers couldn't relate non-fractional definition and incommensurability of irrational numbers. Secondly, we observed the centralization tendency on symbolic representation and the little attention to other representations. Thirdly, pre-service teachers had more difficulty moving between symbolic representation and point on a number line representation of ${\pi}$ than that of $\sqrt{5}$ We suggested the concept of irrational numbers should be learned in relation to various representations of irrational numbers.

A Study on Hydraulic Characteristics of Benthic Macroinvertebrates by Field Survey (현지 조사를 통한 저서성 대형무척추동물의 수리학적 특성에 관한 연구)

  • Jeong, Soon-Hyuk;Kim, Jin-Hong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.97-101
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    • 2008
  • 본 연구에서는 대상 하천인 경기도 가평천에 대해 상류역, 중류역, 하류역으로 3개의 조사지점을 선정하여 각각의 수심, 유속, 하상재질 (모래, 자갈, 호박돌 등)의 구성비, DO를 측정하여 저서성 대형무척추동물의 서식처 환경을 조사하였다. 이를 통하여 대상 하천에 서식하는 저서성 대형무척추동물의 하천 유형별 서식 분포를 확인할 수 있었으며, 시기별(2007년 9월, 10월, 2008년 3월, 4월)로 하천의 수리학적 특성을 파악하였다. 저서성 대형무척추동물은 유속과 수심, 하상의 재료 등 하천의 수리학적 특성에 따라 다른 종류의 무리들이 서식하는 것으로 관찰되었다. 헤엄치는 무리는 주로 유속에 의하여 그 서식영역이 결정되었고, 굴파는 무리는 하상재료가 모래나 점토인 곳을 선호하고 하상바닥이나 약간 위쪽에서 서식영역이 결정되었다. 기는 무리는 하상재료가 주로 자갈이나 호박돌인 곳을 선호하고 유속이 $0.05m/s{\sim}0.15m/s$에서 서식하였다. 붙는 무리는 하상재료가 조약돌이나 자갈인 곳을 선호하고 유속이 $0.07m/s{\sim}0.15m/s$에서 서식하였다.

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Study on learneer's understanding of the concept of irrational number in middle school (중학교 수학에서 무리수 개념에 관한 학습자의 이해 연구)

  • Park , Youn-Hee;Park , Dal-Won;Jung, In-Chul
    • Journal of the Korean School Mathematics Society
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    • v.7 no.2
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    • pp.99-116
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    • 2004
  • This study investigates the concept of irrational number which middle school students begin to learn for the first time in their learning mathematics. Further, this explores how that concept is being taught, how much students understand that concept and things that students have difficulty in understanding relating to the concept of irrational number. Thus we try to figure out how the concept of irrational number should be taught for the most effective students' understanding. Thus, we want to provide some suggestions for teaching and learning irrationals numbers.

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Crossing Dynamics of Leader-guided Two Flocks (우두머리가 있는 두 생물무리의 가로지르기 동역학)

  • Lee, Sang-Hee
    • Journal of the Korea Society for Simulation
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    • v.19 no.3
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    • pp.37-43
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    • 2010
  • In field, one can observe without difficulties that two flocks are intersected or combined with each other. For example, a fish flock in a stream separates into two part by obstacles (e.g. stone) and rejoins behind the obstacles. The dynamics of two flocks guided by their leader were studied in the situation where the flocks cross each other with a crossing angle, ${\theta}$, between their moving directions. Each leader is unaffected by its flock members whereas each member is influenced by its leader and other members. To understand the dynamics, I investigated the order parameter, ${\phi}$, defined by the absolute value of the average unit velocity of the flocks' members. When the two flocks were encountered, the first peak in ${\phi}$ was appeared due to the breaking of the flocks' momentum balance. When the flocks began to separate, the second peak in ${\phi}$ was observed. Subsequently, erratic peaks were emerged by some individuals that were delayed to rejoin their flock. The amplitude of the two peaks, $d_1$ (first) and $d_2$ (second), were measured. Interestingly, they exhibited a synchronized behavior for different ${\theta}$. This simulation model can be a useful tool to explore animal behavior and to develop multi-agent robot systems.

A Case Study on the Introducing Method of Irrational Numbers Based on the Freudenthal's Mathematising Instruction Theory (Freudenthal의 수학화 학습지도론에 따른 무리수 개념 지도 방법의 적용 사례)

  • Lee, Young-Ran;Lee, Kyung-Hwa
    • Journal of Educational Research in Mathematics
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    • v.16 no.4
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    • pp.297-312
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    • 2006
  • As research on the instruction method of the concept of irrational numbers, this thesis is theoretically based on the Freudenthal's Mathematising Instruction Theory and a conducted case study in order to find an introduction method of irrational numbers. The purpose of this research is to provide practical information about the instruction method ?f irrational numbers. For this, research questions have been chosen as follows: 1. What is the introducing method of irrational numbers based on the Freudenthal's Mathematising Instruction Theory? 2 What are the Characteristics of the teaming process shown in class using introducing instruction of irrational numbers based on the Freudenthal's Mathematising Instruction? For questions 1 and 2, we conducted literature review and case study respectively For the case study, we, as participant observers, videotaped and transcribed the course of classes, collected data such as reports of students' learning activities, information gathered through interviews, and field notes. The result was analyzed from three viewpoints such as the characteristics of problems, the application of mathematical means, and the development levels of irrational numbers concept.

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A Group Pile Effect on Changing Size of Pile Cap in Group Pile under Sand Soil in Earthquake (지진 시 사질토 지반에 근입된 무리말뚝의 말뚝 캡 크기가 무리말뚝 효과에 미치는 영향)

  • Lee, Hyunkun;Ahn, Kwangkuk;Kang, Hongsig
    • Journal of the Korean GEO-environmental Society
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    • v.20 no.10
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    • pp.39-46
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    • 2019
  • The interaction between the ground and structures should be considered for seismic design of group piles supporting the superstructure. The p-y curve has been used widely for the analysis of nonlinear relationship between the ground and structures, and various researches have conducted to apply the dynamic p-y curve for seismic design of group piles. This curve considers the interaction between the ground and structures under the dynamic load such as an earthquake. However the supported effect by the pile cap and the interaction by inertia behavior of superstructures. Therefore, the shaking table test was conducted to verify the effect of the change of the pile cap in group piles supporting superstructures embedded in sandy soil. The test condition is that the arrangement and distance between centers of piles are fixed and the length of the pile cap is changed for various distances between the pile cap side and the pile center. The result shows that the distance between the pile cap side and the pile center have an effect on the dynamic p-y curve and the effect of group piles.

Shaft Group Efficiency of Friction Pile Groups in Deep Soft Clay (대심도 마찰무리말뚝의 주면 무리효율 분석)

  • Paek, Jin-Yeol;Cho, Jae-Yeon;Jeong, Sang-Seom;Hwang, Taik-Jean
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.32 no.2C
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    • pp.49-60
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    • 2012
  • In this study, the behaviors of friction pile groups are investigated using 3D finite element (FE) analysis. The emphasis was quantifying on the shear load transfer (f-w) characteristics of pile groups and the shaft group effects. A framework for determining the f-w curve is proposed based on both theoretical analysis and field load test database. Through comparisons with case histories and FE results, it is shown that the proposed f-w curve is capable of predicting the behavior of a friction pile in deep soft clay. Additionally, a numerical analysis that takes into account the group efficiency factors were performed for major parameter on group pile-soil interaction, such as the pile spacing, pile arrangement, soil condition, and location of pile cap. Based on these results, the shaft group efficiency factors were also proposed.

Evaluation of Dynamic p-y Curves of Group Piles Using Centrifuge Model Tests (원심모형실험을 이용한 무리말뚝의 동적 p-y 곡선 산정)

  • Nguyen, Bao Ngoc;Tran, Nghiem Xuan;Kim, Sung-Ryul
    • Journal of the Korean Geotechnical Society
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    • v.34 no.5
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    • pp.53-63
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    • 2018
  • Dynamic soil-pile interaction is the main concern in the design of group piles under earthquake loadings. The lateral resistance of the pile group under dynamic loading becomes different from that of a single pile due to the group pile effect. However, this aspect has not yet been properly studied for the pile group under seismic loading condition. Thus, in this study the group pile effect was evaluated by performing a series of dynamic centrifuge tests on $3{\times}3$ group pile in dry loose sand. The multiplier coefficients for ultimate lateral resistance and subgrade reaction modulus were suggested to obtain the p-y curve of the group pile. The suggested coefficients were verified by performing the nonlinear dynamic analyses, which adopted Beam on Nonlinear Winkler Foundation model. The predicted behavior of the pile group showed the reasonable agreement compared with the results of the centrifuge tests under sinusoidal wave and artificial wave.