• 제목/요약/키워드: Goal distributions

검색결과 72건 처리시간 0.024초

K-리그에서 축구 골의 분포 (Soccer goal distributions in K-league)

  • 이장택
    • Journal of the Korean Data and Information Science Society
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    • 제25권6호
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    • pp.1231-1239
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    • 2014
  • 본 연구에서는 1983년부터 2012년까지의 한국프로축구 K-리그 전 경기 결과를 이용하여 홈 경기와 원정 경기에서의 골의 분포를 분석하였다. 고려된 확률분포는 포아송분포, 음이항분포, 극단치분포 및 영과잉 포아송분포이며, 카이제곱분포를 이용한 적합도검정을 수행하였다. 그 결과 홈경기는 포아송분포, 원정경기는 영과잉 포아송분포가 골의 분포를 위한 최적 적합분포로 간주되며 홈경기와 원정경기 골의 수는 서로 약한 정도의 상관관계가 있는 것으로 나타났다.

Numerical and Experimental Analyses Examining Ozone and Limonene Distributions in Test Chamber with Various Turbulent Flow Fields

  • ITO, Kazuhide
    • International Journal of Air-Conditioning and Refrigeration
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    • 제16권3호
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    • pp.89-99
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    • 2008
  • Indoor ozone has received attention because of its well-documented adverse effects on health. In addition to the inherently harmful effects of ozone, it can also initiate a series of reactions that generate potentially irritating oxidation products, including free radicals, aldehydes, organic acids and secondary organic aerosols (SOA). Especially, ozone reacts actively with terpene. The overarching goal of this work was to better understand ozone and terpene distributions within rooms. Towards this end, the paper has two parts. The first describes the development of a cylindrical test chamber that can be used to obtain the second order rate constant $(k_b)$ for the bi-molecular chemical reaction of ozone and terpene in the air phase. The second consists of model room experiments coupled with Computational Fluid Dynamics (CFD) analysis of the experimental scenarios to obtain ozone and terpene distributions in various turbulent flow fields. The results of CFD predictions were in reasonable agreement with the experimental measurements.

UNIFORM DISTRIBUTIONS ON CURVES AND QUANTIZATION

  • Joseph Rosenblatt;Mrinal Kanti Roychowdhury
    • 대한수학회논문집
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    • 제38권2호
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    • pp.431-450
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    • 2023
  • The basic goal of quantization for probability distribution is to reduce the number of values, which is typically uncountable, describing a probability distribution to some finite set and thus to make an approximation of a continuous probability distribution by a discrete distribution. It has broad application in signal processing and data compression. In this paper, first we define the uniform distributions on different curves such as a line segment, a circle, and the boundary of an equilateral triangle. Then, we give the exact formulas to determine the optimal sets of n-means and the nth quantization errors for different values of n with respect to the uniform distributions defined on the curves. In each case, we further calculate the quantization dimension and show that it is equal to the dimension of the object; and the quantization coefficient exists as a finite positive number. This supports the well-known result of Bucklew and Wise [2], which says that for a Borel probability measure P with non-vanishing absolutely continuous part the quantization coefficient exists as a finite positive number.

Distributions of Mean Particle Size and Age on the Lunar Surface

  • Jung, Min-Sup;Kim, Sung-Soo S.;Min, Kyoung-Wook
    • 천문학회보
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    • 제36권2호
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    • pp.103.2-103.2
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    • 2011
  • We measure the degree of polarization of the lunar regolith to map the distributions of the age and the particle size. We use a 12cm refracting telescope with a 2k-square pixel color CCD (R band) and a polarization filter. The angular resolution obtained is 3.02 km/pixel. Our goal is to obtain a map of the lunar particle size distribution on the lunar regolith and then that of the age distribution. Polarization of the light scattered by lunar surface contains information on their mean particle size. The mean particle size of the lunar surface has been decreased by continued micro-meteoroid impact over a long period. One can estimate the age of the lunar surface if the mean particle size is known. Particle sizes can be measured through observations of polarization because the mean particle size is related to the maximum polarization and albedo. The age and the particle size of the lunar regolith can give vital information for the future lunar exploration.

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Performance of fire damaged steel reinforced high strength concrete (SRHSC) columns

  • Choi, Eun Gyu;Kim, Hee Sun;Shin, Yeong Soo
    • Steel and Composite Structures
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    • 제13권6호
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    • pp.521-537
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    • 2012
  • In this study, an experimental study is performed to understand the effect of spalling on the structural behavior of fire damaged steel reinforced high strength concrete (SRHSC) columns, and the test results of temperature distributions and the displacements at elevated temperature are analyzed. Toward this goal, three long columns are tested to investigate the effect of various test parameters on structural behavior during the fire, and twelve short columns are tested to investigate residual strength and stiffness after the fire. The test parameters are mixture ratios of polypropylene fiber (0 and 0.1 vol.%), magnitudes of applied loads (concentric loads and eccentric loads), and the time period of exposure to fire (0, 30, 60 and 90 minutes). The experimental results show that there is significant effect of loading on the structural behaviors of columns under fire. The loaded concrete columns result more explosive spalling than the unloaded columns under fire. In particular, eccentrically loaded columns are severely spalled. The temperature distributions of the concrete are not affected by the loading state if there is no spalling. However, the loading state affects the temperature distributions when there is spalling occurred. In addition, it is found that polypropylene fiber prevents spalling of both loaded and unloaded columns under fire. From these experimental findings, an equation of predicting residual load capacity of the fire damaged column is proposed.

Iterative-R: A reliability-based calibration framework of response modification factor for steel frames

  • Soleimani-Babakamali, Mohammad Hesam;Nasrollahzadeh, Kourosh;Moghadam, Amin
    • Steel and Composite Structures
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    • 제42권1호
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    • pp.59-74
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    • 2022
  • This study introduces a general reliability-based, performance-based design framework to design frames regarding their uncertainties and user-defined design goals. The Iterative-R method extracted from the main framework can designate a proper R (i.e., response modification factor) satisfying the design goal regarding target reliability index and pre-defined probability of collapse. The proposed methodology is based on FEMA P-695 and can be used for all systems that FEMA P-695 applies. To exemplify the method, multiple three-dimensional, four-story steel special moment-resisting frames are considered. Closed-form relationships are fitted between frames' responses and the modeling parameters. Those fits are used to construct limit state functions to apply reliability analysis methods for design safety assessment and the selection of proper R. The frameworks' unique feature is to consider arbitrarily defined probability density functions of frames' modeling parameters with an insignificant analysis burden. This characteristic enables the alteration in those parameters' distributions to meet the design goal. Furthermore, with sensitivity analysis, the most impactful parameters are identifiable for possible improvements to meet the design goal. In the studied examples, it is revealed that a proper R for frames with different levels of uncertainties could be significantly different from suggested values in design codes, alarming the importance of considering the stochastic behavior of elements' nonlinear behavior.

소수력 발전용 한국형 공기주입식 고무댐 개발을 위한 유체-구조 연성 해석 (Analysis of Fluid-Structure Interaction for Development of Korean Inflatable Rubber Dams for Small Hydropower)

  • 황태규;김진구
    • Journal of Advanced Marine Engineering and Technology
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    • 제32권8호
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    • pp.1221-1230
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    • 2008
  • Inflatable rubber dams are used for controlling flood, impounding water for recreations, preventing beach erosions, diverting water for irrigations, and generating hydropower. They are long, flexible, inflated with air, cylindrical structures on a rigid horizontal foundation such as concrete. The dam is modeled as an elastic shell inflated with air. The mechanical behaviors of the inflated dam model were investigated by using the finite element method. The analysis process such as One Way Coupling Fluid-Structure Interaction consists of two steps. First, the influences of the fluid side were investigated, viz, the shape changes of the inflated rubber dam due to the fluid motions was captured when the height of the dam was 30cm with air pressure 0.01MPa, at which the pressure distributions over the surface of the dam were calculated. And next, the structural deformations were calculated using the pressure distributions. The initial inlet velocity for flow field was set to 0.1m/s. The structural deformation behaviors were investigated. The final research goal is to develop a Korean Inflatable Rubber Dam to be used for generating small hydropower.

중력 모델을 이용한 시공간 데이터의 시각화 (Spatiotemporal Data Visualization using Gravity Model)

  • 김석연;연한별;장윤
    • 정보과학회 논문지
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    • 제43권2호
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    • pp.135-142
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    • 2016
  • 시공간 데이터는 위도와 경도를 비롯한 위치정보를 포함한 데이터를 일컫는 말로 지리학적 시각화의 연구로 시공간 데이터를 분석하고 표현하는 방법에 대한 다양한 연구가 진행되었다. 이 기술은 특정 공간에 시간을 두고 연속적 또는 이산적으로 발생하는 데이터로부터 패턴을 찾고 이를 분석하는 데 목표가 있다. 하지만, 이동 경로에 대한 정보가 없는 이산적인 시공간 데이터에서 데이터의 흐름을 시각화하는 것은 쉽지만은 않은 일이다. 본 논문에서는 커널밀도추정과 중력모델을 이용하여 이산적인 시공간 데이터로부터 벡터를 추출하고 이를 이용하여 사용자로 하여금 시공간 데이터에서 움직임과 경향을 분석할 수 있도록 시각화 하는 것에 목표를 두었다. 이를 뒷받침하기 위하여 트위터 데이터를 이용하여 이산적인 시공간 데이터를 시각화하고 분석하고자 한다.

지구정보시스템을 이용한 금수산일대의 암반사면 안정성 평가 (Analysis of Rock Slope Stability by Using GIS in Mt. Keumsu Area)

  • 배현철
    • 자원환경지질
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    • 제33권1호
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    • pp.77-88
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    • 2000
  • The goal of this study is to assess the spatial distribution of natural slopes and cutting slopes under would-be development. For this goal, a quantitative slope stability analysis method using GIS integrated with a computer program was developed. Through field investigations, the discontinuity parameters were collected such as orientation of discontinuity, persistence, spacing, JRC, JCS, and water depth. The distributions were interpolated from the ordinary kriging method in ARC/INFO GIS after variogram analysis. The layers showing all parameters needed for limit equilibrium analysis were constructed. The final layer using GIS works composed of 162,352 polygons, that is, unit slopes. The rock slope stability analysis program was coded by C++ language. This program can calculate geometrical vectors related to rock block failures using input orientation data and direction and dimension of strength to occur failure. Also, this can calculate shear strength of joints through empirical equations and quantitative factors of safety. This methodology was applied to the study area which is located in Jaecheon city and Danyang-gun of the northeastern Keumsu is about 135$km^2$. As a result, the study area was entirely stable but unstable, that is, factor of safety less than 1.0dominantly at the slopes near Keumsil, Daejangri, Keumsungmyun and Sojugol, Mt. Dongsan, Juksongmyun by the natural slope stability analysis. Assuming the cutting slope showing the same direction immediate, and quantitative analysis of factors of safety for a regional area could be conducted through GIS integrated with a computer program of limit equilibrium.

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착용형 심장활동 모니터링 시스템을 활용한 정신적 스트레스 평가 (The Assessment of Dynamic Mental Stress with Wearable Heart Activity Monitoring System)

  • 김경섭;신승원;이정환;최희정
    • 전기학회논문지
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    • 제57권6호
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    • pp.1109-1115
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    • 2008
  • In the ubiquitous health monitoring environments, it is quite important not only to evaluate the physiological health condition but also mental stress condition. In order to achieve this goal, a heart activity monitoring system utilizing a wearable bipolar electrode is devised and the heart rate variability(HRV) is extracted and interpreted in both frequency and time feature domains. Consequently, to evaluate the emotional stress condition of the subjects, a stress-induced experimental protocol was applied to healthy subjects and the time and frequency features of heart activity were analyzed in terms of the ratio of low frequency components v.s., high frequency components and the relevant the moving average distributions compromising the successive RR peaks intervals in the ambulatory ECG measurement system.