• Title/Summary/Keyword: 변이음

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Comparison of the Clinical and Laboratory Features of COVID-19 in Children During All Waves of the Epidemic: A Single Center Retrospective Study

  • Sunbok Suh;Hyungsu Kim
    • Pediatric Infection and Vaccine
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    • v.31 no.1
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    • pp.83-93
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    • 2024
  • Purpose: Since the start of the coronavirus disease 2019 (COVID-19) pandemic, various variants of concern have emerged. We divided the representative COVID-19 mutation period into four waves and aimed to analyze the clinical and laboratory features of children with COVID-19 from pre-mutation wave to the middle of omicron wave. Methods: We retrospectively reviewed the medical records of hospitalized patients aged ≤19 years with laboratory confirmed COVID-19. Clinical and laboratory findings during pre-mutation (February 1st 2020 to September 30th 2020), alpha/beta (October 1st 2020 to May 31st 2021), delta (June 1st 2021 to October 31st 2021), and omicron (November 1st 2021 to May 31st 2022) waves were compared. Results: Among total 827 patients, 163 (19.7%) were asymptomatic, and the frequency of fever and cough was 320 (38.7%) and 399 (48.2%), respectively. The proportion of fever ≥38.5℃ was observed to be high during the omicron wave in the age group under 12 years. Lymphopenia was observed highly in the omicron wave in the age group under 12 years, and in the delta wave in the age group older than 12 years. Neutropenia was highly observed in the delta wave in the 0-4 years age group. Conclusions: There were distinct characteristics during all epidemic waves of COVID-19. Children with COVID-19 had more frequent persistent fever during delta wave and children during the omicron wave had a higher peak fever.

Edge-Directional Joint Disparity-Motion Estimation of Stereoscopic Sequences (경계 방향성을 고려한 스테레오 동영상의 움직임-변이 동시추정 기법)

  • 김용태;서형갑;박창섭;이재호;손광훈
    • Journal of Broadcast Engineering
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    • v.9 no.3
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    • pp.196-206
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    • 2004
  • This paper presents an efficient joint disparity-motion estimation algorithm for stereo sequence CODEC. Disparity vectors are estimated by the left and right motion vectors and previous disparity vectors for every frame. In order to obtain more accurate disparity vectors. we include a spatial prediction Process after the feint estimation. From joint estimation and spatial prediction, we can obtain accurate disparity vectors and then Increase coding efficiency. Finally, we proposed the backward quadtree decomposition. which helps the encoder to have a more detailed disparity vector map without transmitting additional coding bits for quadtree information. We confirmed superior performance of the proposed method through computer simulation.

VARIABLE STARS IN THE REGION OF CYG OB3 ASSOCIATION CENTERED ON THE OPEN CLUSTER NGC 6871 II (산개성단 NGC 6871을 중심으로 한 Cyg OB3 성협 영역의 변광성 II)

  • Jeon, Young-Beom;Park, Yoon-Ho;Lee, UiRyeol;Kim, DongHyeon;Jang, Hyeeun;Cho, SungYoon
    • Publications of The Korean Astronomical Society
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    • v.28 no.3
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    • pp.83-93
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    • 2013
  • This is the second paper on a systematic search for variable stars in Cyg OB3 region. In this paper we present the observational properties of 46 variable stars found in the region. Among them, 27 are eclipsing binaries and others are semi-long periodic or slow irregular variables. Only 5 are known variables and the rest are newly discovered ones. We have obtained the period and amplitude of 20 eclipsing binaries using the phase fitting method, and present the light curves of 46 variable stars.

Finite Element Simulation of Fracture Toughness Test (파괴인성시험의 유한요소 시뮬레이션)

  • Chu, Seok Jae;Liu, Conghao
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.37 no.4
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    • pp.491-496
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    • 2013
  • Finite element simulations of tensile tests were performed to determine the equivalent stress - equivalent plastic strain curves, critical equivalent stresses, and critical equivalent plastic strains. Then, the curves were used as inputs to finite element simulations of fracture toughness tests to determine the plane strain fracture toughness. The critical COD was taken as the COD when the equivalent plastic strain at the crack tip reached a critical value, and it was used as a crack growth criterion. The relationship between the critical COD and the critical equivalent plastic strain or the reduction of area was found. The relationship between the plane strain fracture toughness and the product of the critical equivalent stress and the critical equivalent plastic strain was also found.

Fast 3D Model Extraction Algorithm with an Enhanced PBIL of Preserving Depth Consistency (깊이 일관성을 보존하는 향상된 개체군기반 증가 학습을 이용한 고속 3차원 모델 추출 기법)

  • 이행석;장명호;한규필
    • Journal of KIISE:Computer Systems and Theory
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    • v.31 no.1_2
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    • pp.59-66
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    • 2004
  • In this paper, a fast 3D model extraction algorithm with an enhanced PBIL of preserving depth consistency is proposed for the extraction of 3D depth information from 2D images. Evolutionary computation algorithms are efficient search methods based on natural selection and population genetics. 2D disparity maps acquired by conventional matching algorithms do not match well with the original image profile in disparity edge regions because of the loss of fine and precise information in the regions. Therefore, in order to decrease the imprecision of disparity values and increase the quality of matching, a compact genetic algorithm is adapted for matching environments, and the adaptive window, which is controlled by the complexity of neighbor disparities in an abrupt disparity point is used. As the result, the proposed algorithm showed more correct and precise disparities were obtained than those by conventional matching methods with relaxation scheme.

An Empirical Study on Investment Performance using Properties of Realized Range-Based Volatility and Firm-Specific Volatility (실현범위변동성(RRV) 및 기업고유변동성의 속성과 투자성과 측정)

  • Byun, Youngtae
    • Management & Information Systems Review
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    • v.33 no.5
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    • pp.249-260
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    • 2014
  • This paper explores the relationship between firm-specific volatility and some firm characteristics such as size, the market-to-book ratio of equity, PER, PBR, PCR, PSR and turnover in KOSDAQ market. In addition, I investigate whether portfolios with difference to realized range-based volatility and firm-specific volatility have different investment performance using CAPM and FF-3 factor model. The main findings of this study can be summarized as follows. First, firm-specific volatility have mostly positive relationship between firm-specific volatility and some firm characteristics. Second, this study found that realized range-based volatility and firm-specific volatility are positively related to expected return. It means that portfolios with high idiosyncratic volatility have significantly higher expected return than portfolios with low firm-specific volatility.

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Experimental Study on Structural Behavior of Tapered Member with Non-compact Flange and Web (판폭두께비가 큰 변단면 휨부재의 구조성능에 관한 실험적 연구)

  • Chung, Kyung-Soo;Jeon, Bae-Ho;Park, Man-Woo;Do, Byung-Ho
    • Journal of Korean Society of Steel Construction
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    • v.23 no.3
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    • pp.357-365
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    • 2011
  • The current trends in steel construction intend to use tapered sections to minimize as much as possible the use of excess material. This can be done by choosing the cross-sections to be as economical as possible, leaving the classical approach of using prismatic members. In addition, it is important to predict the buckling behavior of tapered member with large depth-to-thickness ratio in order to prevent the collapse of PEB system subjected to overloads. An experimental investigation of buckling behavior of tapered beam was presented. The primary test parameter was depth-to-thickness ratio and taper ratio. Using initial stiffness and load-carrying capacity proposed by current provision, the simple plastic hinge method using modified Yoda's model and finite element analysis, the prediction of a moment-rotation curve of linearly tapered member was presented. Moreover, comparisons between analytical and experimental data for moment-rotation curves were accomplished.

The Trend of Gender Differences in Variability in National Assessment of Educational Achievement on Mathematics (수학 학업성취도의 변산도에서 성차 추이 분석 - 국가수준 학업성취도 평가 결과를 중심으로 -)

  • Lee, Bong-Ju
    • Journal of Educational Research in Mathematics
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    • v.19 no.2
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    • pp.273-288
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    • 2009
  • This study analyzed gender differences in variability with the results of National Assessment of Educational Achievement on Mathematics from 2003 to 2006, which subjects are 3rd, 9th and 10th grades. The purpose of the analysis was to explain gender differences in mean of mathematical ability scores from a different angle. The results and conclusions obtained in this study are as follows: First, regardless of grades and mean differences, male assessment scores were consistently more variable than female assessment scores. Second, for same male and female students, scores in later grades were almost consistently more variable than those in earlier grades. Third, for all grades, the ratios of males in an advanced and below-basic levels were generally higher than those of females in the same achievement levels.

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Analysis of Laterally Loaded Pile-Bent Structure with Varying Cross-sectional Area (변단면 파일벤트 구조의 수평거동 분석)

  • Jeong, Sang-Seom;Sung, Chul-Gyu;Ko, Jun-Young;Kim, Soo-Il
    • Journal of the Korean Geotechnical Society
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    • v.25 no.4
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    • pp.69-75
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    • 2009
  • The load distribution and deformation of pile-bent structures are investigated using a numerical study. A numerical analysis that takes into account the effects of varying cross-sectional area was performed for different pier diameters, loading steps, and soil conditions. Through the comparison study, it is shown that the location of maximum bending moment is almost the same per each loading step, regardless of varying cross-sections. However, the member force (i.e., stress of pile material) has the largest value at the ground surface when the cross-section is changed. Based on the results obtained, it is found that the location of maximum member force influences highly the behavior of pile-bent structure with varying cross-sections for repair works.