• Proceedings of the National Institute of Ecology of the Republic of Korea
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• 제2권4호
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• pp.235-246
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• 2021

This study investigated the impact of baseflow on fish community in the Ungcheon stream (16.5 km long) located downstream of the Boryeong Dam, Korea. Based on field monitoring, there were five dominant fish species in the Ungcheon Stream accounting for 75% of the total fish community: Zacco platypus, Zacco koreanus, Tridentiger brevispinis, Rhinogobius brunneus, and Pungtungia herzi. These five fish species were selected as target species. HydroGeoSphere (HGS) and River2D models were used for hydrologic and hydraulic simulations, respectively. A habitat suitability index model was used to simulate fish habitat. To assess the impact of baseflow, each representative discharge was examined with or without baseflow. The HGS model was used to calculate baseflow within the study reach. This baseflow was observed to increase gradually with longitudinal distance. Validation of the hydraulic model dem onstrated that computed water surface elevated when baseflow was included, which was in good agreement with measured data, as opposed to the result when baseflow was excluded. Composite suitability index distributions and weighted usable area in the study reach were presented for target species. Simulations indicated that the baseflow significantly increased habitat suitability for the entire fish community. These results demonstrate that there should be a substantial focus on the baseflow for physical habitat simulation.

• 지역사회간호학회지
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• 제22권3호
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• pp.302-314
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• 2011

Purpose: This study aimed to validate instruments to classify the frailty of Korean elderly people in community. Methods: For this study, 632 elders were selected from community-based elderly houses and home visiting registries, and data on frailty were collected using three instruments during November, 2008. The Korean Frail Scale (KFS) was composed of 10 domains with the maximum score of 20. The Edmonton Frail Scale (EFS) had 10 domains with the maximum score of 17. The 25_Japan Frail Scale (25_JFS) was composed of 6 domains with the maximum score of 25. Internal consistency was measured with Cronbach's ${\alpha}$. Sensitivity, specificity and area under the curve (AUC) of ROC were measured to see validity with long.term care insurance grade as a gold standard. Results: The Cronbach's ${\alpha}$ was .72 for KFS, .55 for EFS, and .80 for 25_JFS. Sensitivity, specificity, and AUC were 70.0%, 83.2%, and .83, respectively, at cutting point 10.5 for the KFS, 50.0%, 80.9%, and .66, respectively, at 8.5 for EFS, and 80.0%, 85.9%, and .86, respectively, at 12.5 for 25_JFS. Conclusion: KFS and three JFS showed favorable internal consistency and predictive validity. Further longitudinal studies are recommended to confirm predictive validity.

• 한국해양환경ㆍ에너지학회지
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• 제20권2호
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• pp.63-75
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• 2017

해양환경에서 파랑-구조물 상호작용의 정확한 예측은 극한 환경조건에 노출 된 고정식 및 부유식 해양구조물의 안전성과 설계비용 효율성에 있어서 중요하다. 본 연구에서는 규칙파 와 원형 기둥의 파랑-구조물 상호작용을 해석하였다. 3차원 이상유동(two-phase flow)을 해석하기 위해 오픈소스 전산유체역학 라이브러리인 OpenFOAM을 사용하였다. 수치파랑수조에서 파를 생성 및 흡수하기 위해 소스항을 이용한 relaxation method를 적용하였다. 수치기법을 검증하기 위해 심해조건에서 생성된 2차 stokes 파형은 이론적인 해와 비교하였다. 검증과정을 통해 파장과 진폭에 대한 길이 및 높이 방향의 격자크기를 정하였다. 원형 기둥에 작용하는 파랑 하중과 wave run-up을 계산하고 기존의 실험 데이터와 비교하였다.

• 한국도로학회논문집
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• 제17권6호
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• pp.37-45
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• 2015

PURPOSES : The purpose of this study is to validate the design criteria of the concrete modular road system, which is a new semi-bridge-type concept road, through a comparison of numerical analysis results and actual loading test results under static axial loads. METHODS : To design the semi-bridge-type modular road, both the bridge design code and the concrete structural design code were adopted. The standard truck load (KL-510) was applied as the major traffic vehicle for the design loading condition. The dimension of the modular slab was designed in consideration of self-weight, axial load, environmental load, and combined loads, with ultimate limit state coefficients. The ANSYS APDL (2010) program was used for case studies of center and edge loading, and the analysis results were compared with the actual mock-up test results. RESULTS : A full-scale mock-up test was successfully conducted. The maximum longitudinal steel strains were measured as about 35 and 83.5 micro-strain (within elastic range) at center and edge loading locations, respectively, under a 100 kN dual-wheel loading condition by accelerating pavement tester. CONCLUSIONS : Based on the results of the comparison between the numerical analysis and the full-scale test, the maximum converted stress range at the edge location is 32~51% of the required standard flexural strength under the two times over-weight loading condition. In the case of edge loading, the maximum converted stresses from the Westergaard equation, the ANSYS APDL analysis, and the mock-up test are 1.95, 1.7, and 2.3 times of that of the center loading case, respectively. The primary reason for this difference is related to the assumption of the boundary conditions of the vertical connection between the slab module and the crossbeam module. Even though more research is required to fully define the boundary conditions, the proposed design criteria for the concrete modular road finally seems to be reasonable.

• Steel and Composite Structures
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• 제26권3호
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• pp.375-386
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• 2018

Existing design codes for steel-concrete composite structures give only general information about the shear connection provided by headed studs in group arrangement. Grouting of the openings in prefabricated concrete slabs, where the grouped headed studs are placed in the deck pockets is alternative to cast-in-place decks to accomplish fast execution of composite structures. This paper considers the possibility to reduce the distance between the studs within the group, bellow the Eurocode limitations. This may lead to increased competitiveness of the prefabricated construction because more studs are placed in the group if negative effectives of smaller distances between studs are limited. The main purpose of this work is to investigate these limits and propose an analytical calculation model for prediction of the shear resistance of grouped stud arrangements in the deck pockets. An advanced FEA model, validated by results of push-out experiments, is used to analyze the shear behavior of the grouped stud with smaller distance between them than recommended by EN 1994-1. Calculation model for shear resistance, which is consistent with the existing Eurocode rules, is proposed based on a newly introduced equivalent diameter of the stud group, $d_G$. The new calculation model is validated by comparison to the results of FE parametric study. The distance between the studs in the longitudinal direction and the number of stud rows and columns in the group are considered as the main variables.

• 대한조선학회논문집
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• 제57권4호
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• pp.182-190
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• 2020

This study reports a series of drop impact tests performed to generate denting damages on stiffened plates and their residual ultimate strength tests under axial compression. The models were fabricated of general structural steel, and each model has six longitudinal stiffeners and two transverse frames. Among six fabricated models, four were damaged, and two were left intact for reference. To investigate the effects of collision velocity and impact location on the extent of damage, the drop height and the impact location were changed in each impact test. After performing the collision tests, the ultimate axial compression tests were conducted to investigate the residual strengths of the damaged stiffened plates. Finite element analyses were also carried out using a commercial package Abaqus/Explicit. The material properties obtained from a quasi-static tensile tests were used, and the strain-rate sensitivity was considered. After importing the collision simulation results, the ultimate strength calculations were carried out and their results were compared with the test data for the validation of the finite element analysis method.

• 대한지역사회영양학회지
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• 제8권4호
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• pp.603-609
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• 2003

This study examined the reproducibility of nutrient intakes estimated by the 24-hour recall method in a prospective cohort study (Longitudinal study of aging and health monitoring of Korean elderly) of middle-aged volunteer subjects (42 males and 49 females) in the Seoul area. The three-day 24-hour recall was administered twice at an interval of approximately 6 months. The first data were collected and a corrective procedure was performed by interviewing of the subjects and a trained dietitian. The second data were collected by mail from the subjects without the performance of any corrective procedure. The mean age of the subjects was 53.5 $\pm$ 9.6 for the males and 52.2 $\pm$ 8.9 for the females. The subjects who had above college education were 95% in the case of the males and 60% in the case of the females. The characteristics of the male subjects in this study were that they were highly educated and held professional jobs and were from the middle or upper class. Comparing the first and second 24-hour recall data, the second data showed relatively lower intakes of all nutrients, except vitamin A, vitamin Bi and cholesterol. There was no difference in the nutrients of the first and the second data with respect to vitamin A, vitamin B$_1$ and cholesterol in the males and calcium, iron, sodium, vitamin A, vitamin B$_1$, vitamin B$_2$ and cholesterol in the females. This data may indicate that the 24 hour retail method without a dietitian's help may result in lower reporting of the subject's intakes. The men had a tendency to remember less than the women. Pearson's correlation coefficients with unadjusted nutrient intakes values were ranged from 0.24 to 0.66. When energy intake was adjusted, there was a slight increase (from 0.26 to 0.71). Intra-class correlation coefficients with nutrient-unadjusted values ranged from 0.22 to 0.66, and the energy-adjusted values were ranged from 0.23 to 0.69. The weighted Kappa statistical values ranged from 0.10 to 0.40. On the average,46.3% of the subjects who were found in the lowest quartile of the nutrient intake levels based on the first 24-hour recall, were in the lowest quartile based on the second 24-hour recall. Therefore, there was a low reproducibility between the first and the second 24-hour recall. We should examine the factors influencing low reproducibility. Also, strategies should be developed to maximize the reliability of the assessment, with regard to portion-size training and telephone validation. (Korean J Community Nutrition 8(4) : 603∼609, 2003)

• Asian-Australasian Journal of Animal Sciences
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• 제31권1호
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• pp.26-31
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• 2018

Objective: This study estimated the genetic parameters for body weight gain and growth curve parameter traits in Korean native chicken (KNC). Methods: A total of 585 $F_1$ chickens were used along with 88 of their $F_0$ birds. Body weights were measured every 2 weeks from hatching to 20 weeks of age to measure weight gain at 2-week intervals. For each individual, a logistic growth curve model was fitted to the longitudinal growth dataset to obtain three growth curve parameters (${\alpha}$, asymptotic final body weight; ${\beta}$, inflection point; and ${\gamma}$, constant scale that was proportional to the overall growth rate). Genetic parameters were estimated based on the linear-mixed model using a restricted maximum likelihood method. Results: Heritability estimates of body weight gain traits were low to high (0.057 to 0.458). Heritability estimates for ${\alpha}$, ${\beta}$, and ${\gamma}$ were $0.211{\pm}0.08$, $0.249{\pm}0.09$, and $0.095{\pm}0.06$, respectively. Both genetic and phenotypic correlations between weight gain traits ranged from -0.527 to 0.993. Genetic and phenotypic correlation between the growth curve parameters and weight gain traits ranged from -0.968 to 0.987. Conclusion: Based on the results of this study population, we suggest that the KNC could be used for selective breeding between 6 and 8 weeks of age to enhance the overall genetic improvement of growth traits. After validation of these results in independent studies, these findings will be useful for further optimization of breeding programs for KNC.

• 대한치과교정학회지
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• 제37권1호통권120호
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• pp.16-28
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• 2007

본 연구는 청소년의 교정 치료 시 중요한 교정 환자의 성장 평가 및 잔여 성장량 예측 방법을 개발하기 위하여 시행되었다. 이를 위하여 한국인의 전국적 표본 자료 중에서 $2\;{\sim}\;20$세 남자 4,893명, 여자 4,987명의 키 자료를 이용하여 성별 연령별 키에 대한 성장 곡선을 3차 스플라인 함수(NCSF)로 구현하였다. 이후 성장 예측 알고리즘을 개발하고 이를 임의로 선택된 200명의 종단 성장 자료를 이용하여 검증하였다. 검증에는 최종 키 예측 정확성과 검증 표본의 모든 연령에 대한 키 예측 오차 분석 및 NCSF 성장 곡선의 적합성 검사가 포함되었다. 그 결과 NCSF 성장 곡선은 기준 성장 곡선을 표현하는데 매우 적합한 것으로 나타났으며 최종 키 예측 정확성도 높았다. 또한 예측 정확성은 남자 보다 여자가 유의하게 높았다. 이러한 결과에도 불구하고 검증 표본의 모든 연령에 대한 키 예측 오차의 양상이 독립성과 정규성이 부족한 단점도 나타났다. 결론적으로 본 연구 결과 도출된 NCSF 성장 곡선을 이용한 성장 예측 방법의 높은 정확성에도 불구하고 개인의 종단 성장에 좀 더 적합한 성장 모형의 개발이 필요할 것으로 생각되었다.

• 헤리티지:역사와 과학
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• 제57권3호
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• pp.104-114
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• 2024

한중영문중국판 한국애국가 악보는 종이 1장을 반으로 접어 4면으로 이루어진 악보로 1945년 11월 12일 임시정부 주석 김구에 의해 국내에 처음 알려졌다. 악보는 3개 국어로 출판되었으며, 애국가의 변천 과정과 역사성 연구에 있어 가치가 높은 기록물이다. 당시에는 다량으로 출판된 악보지만 현재 국내에서 유일본으로 알려져 국가등록유산으로 지정되어 관리되었다. 악보는 크게 손상된 곳은 없으나 변색과 물리적 손상으로 보존처리의 필요성이 제기되었다. 처리 전 보존 상태를 조사한 결과, 기록물 보관 필름에 보관된 상태로 유물을 인계받았으나 오랜 기간 반으로 접어 보관된 악보는 접힌 부분의 상·하단 찢김과 가장자리 영역에서 부분적인 마모와 결실로 취약한 상태였다. 또한 양면에 사용된 안료의 전색제 영향으로 반대 면에 변색 및 전사되는 상태였다. 휴대용 X-선 형광분석을 실시하여 악보 표지에 사용된 적색, 흑색, 밝은 청색 안료를 분석하였으며, 분말형 채색층이 형성된 밝은 청색에서 티타늄(Ti) 성분을 확인할 수 있었다. 인쇄 형태의 나머지 색상에서는 시료 채취가 어려워 추가 분석이 불가능했다. 밝은 청색에서 나온 시료를 중점으로 XRD, SEM-EDS 및 라만 분광분석을 실시하고, 결과를 바탕으로 유물의 연대와 해당 안료에 대한 사료를 바탕으로 교차 검증했다. 1945년에 제작된 악보의 밝은 청색은 루타일(Rutile)이 아닌 아나타제(Anatase) 백색 안료를 사용하였음을 추정할 수 있으며, 청색 안료는 1936년에 처음 만들어진 프탈로사이아닌 블루(Phthalocyanine blue)를 혼합하여 사용된 것으로 추정하였다. 또한 바탕 종이의 섬유분석 결과, 마섬유의 횡문(Longitudinal striation)과 면섬유의 꼬임(twist)이 관찰되어 면섬유와 마섬유를 혼합하여 제조된 종이로 확인되었다. 상태조사 결과를 바탕으로 유물의 보존처리는 최소한의 수분을 가하여 종이에 무리를 주지 않으면서 물리적으로 취약한 부분을 중심으로 보강하는 것에 중점을 두었다. 유물 바탕에 맞게 보강지를 염색하고 보강지(Pre-coated Repair paper)를 이용하여 보존처리를 진행하였으며, 처리 후 알맞은 폴더와 상자를 제작하여 보관할 수 있도록 했다. 본 연구는 근·현대기록물에 사용된 재료들에 대한 중요한 기초자료가 될 것으로 판단된다.