• 대한조선학회논문집
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• 제42권6호
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• pp.710-716
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• 2005

The objective of the present study is to design a hull form of a 9.77 ton class trimaran for use as a Pleasure boat around the bay of Gyounggy. The boat will be made of fiber reinforced plastics and equipped with a 650 hp diesel engine with a conventional water jet propulsion system and the maximum speed be 25 knots after fully loaded. In the present study, the optimal configuration such as relative location of outriggers of the 9.77 ton class trimaran is selected and the resistance characteristics are carefully studied through a series of model tests. The general arrangement of the boat are also considered in the final decision of the hull form.

• 한국조경학회지
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• 제18권3호통권39호
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• pp.155-169
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• 1990

The main purpose of this study is to suggest fundamental materials and a guideline for design through grouping of the users' use route patterns and analyzing determinants to choose those route patterns in urban parks. Study sites were Jungang, Dlseong, and Beomeo park, where located Taegu city-Key results obtained through a series of investigation were as follows : When Users come in and out urban parks, most orientations of their use routes were counterclockwise, and not in such cases, greatly affected by facilities arrangement. There were a large number of users in the main route placed the principal facilities. Users' use route patterns were grouped by their characteristics, which were circulation, semi-circulation, irregular, and piston type. And all the types except piston type can be subdivided into spoon and loope type. Factors analysis to the types produced five meaningful patterns of variables. Five factors were named as dimension of characteristics : Park composition factor, facilities use factor, users' personal factor, park use behavioral factor, routes choice factor.

• 대한전기학회논문지:전기기기및에너지변환시스템부문B
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• 제49권1호
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• pp.27-31
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• 2000

This paper presents the performance evaluation of an HTS transformer. Numerical calculation by finite element method was used to evaluate the performance. BSCCO-2223 HTS tapes and double pancake winding were adopted in this design. Four double pancake windings were used in total. Among them two windings were connected in series for high voltage winding and two windings are connected in parallel for low voltage winding. Propertied of various type of the winding arrangement were examined. Characteristics of the transformer during the transient which was caused by sudden short were simulated. The current limiting effect, temperature rise and resistance growth of the superconducting winding were shown.

• 대한가정학회지
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• 제41권7호
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• pp.91-106
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• 2003

Multiple features of infant day-care are explored, including age of entry, quantity, quality and stability of day-care. And relative contribution of day-care and family factors on maternal behaviors are examined. Data were gathered from 299 mothers who have infants aged under 36 months using self-report questionnaires. Results show that more than 40% infants enter day-care before 6 months of their life and about 85% of infants have far more than 30 hours of care a week. Half of the infants experience different day-care arrangements more than once. Compared to the other types of day-care, frequency of day-care arrangement change and quality of care are highest in private child-care centers. A series of Hierarchical regression results reveal that quality of day care is negatively related to mothers' control behavior whereas positively related to mothers' responsive behavior. But in general, family and child characteristics play a greater role in mothers' parenting behaviors than infant day-care characteristics.

• 한국지반신소재학회논문집
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• 제14권2호
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• pp.57-70
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• 2015

본 논문에서는 지열활용 지반구조물 적용시 주변 지반에 부과되는 온도변화 사이클이 흙의 물리적 역학적 특성에 미치는 영향에 대한 내용을 다루었다. 이를 위해 모래와 화강풍화토를 대상으로 다양한 온도변화 조건을 구현하고 이에 따른 흙의 입자구조 및 열전도특성 변화 경향을 고찰하였다. 아울러 다양한 온도변화에 노출된 시료를 이용하여 시편을 조성한 후 삼축압축시험을 수행하고 그 결과를 토대로 온도변화가 시편의 응력-변형률-강도 톡성에 미치는 영향을 검토하였다. 그 결과 온도변화 사이클은 흙의 입자구조 및 열전도율에 큰 영향을 미치지 않는 것으로 검토되었다. 또한 임의 반복 사이클 $N_{hc}$에 있어 가열시간이 $H_d=2{\sim}8hrs$ 변화함에 따라 최대 축차응력이 15%이상 감소하는 것으로 나타나 가열-냉각 반복작용에 의한 흙의 강도특성 변화는 흙의 종류에 따라 달라 질수 있는 것으로 검토되었다.

• Steel and Composite Structures
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• 제18권6호
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• pp.1423-1450
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• 2015

The paper presents the details and results of an experimental study on bolted end-plate joints of industrial type steel building frames. The investigated joints are commonly used in Lindab-Astron industrial buildings and are optimized for manufacturing, erection and durability. The aim of the research was to provide an experimental background for the design model development by studying load-bearing capacity of joints, bolt force distribution, and end-plate deformations. Because of the special joint details, (i.e., joints with four bolts in one bolt-row and HammerHead arrangements), the Eurocode 3 standardized component model had to be improved and extended. The experimental programme included six different end-plate and bolt arrangements and covered sixteen specimens. The steel grade of test specimens was S355, the bolt diameter M20, whereas the bolt grade was 8.8 and 10.9 for the two series. The end-plate thickness varied between 12 mm and 24 mm. The specimens were investigated under pure bending conditions using a four-point-bending test arrangement. In all tests the typical displacements and the bolt force distribution were measured. The end-plate plastic deformations were measured after the tests by an automatic measuring device. The measured data were presented and evaluated by the moment-bolt-row force and moment-distance from centre of compression diagrams and by the deformed end-plate surfaces. From the results the typical failure modes and the joint behaviour were specified and presented. Furthermore the influence of the end-plate thickness and the pretension of the bolts on the behaviour of bolted joints were analysed.

• Interaction and multiscale mechanics
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• 제2권4호
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• pp.397-411
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• 2009

The effect of soil-structure interaction on a simple single storeyed and two bay space frame resting on a pile group embedded in the cohesive soil (clay) with flexible cap is examined in this paper. For this purpose, a more rational approach is resorted to using the three dimensional finite element analysis with realistic assumptions. The members of the superstructure and substructure are descretized using 20 node isoparametric continuum elements while the interface between the soil and pile is modeled using 16 node isoparametric interface elements. Owing to viability in terms of computational resources and memory requirement, the approach of uncoupled analysis is generally preferred to coupled analysis of the system. However, an interactive analysis of the system is presented in this paper where the building frame and pile foundation are considered as a single compatible unit. This study is focused on the interaction between the pile cap and underlying soil. In the parametric study conducted using the coupled analysis, the effect of pile spacing in a pile group and configuration of the pile group is evaluated on the response of superstructure. The responses of the superstructure considered include the displacement at top of the frame and moments in the superstructure columns. The effect of soil-structure interaction is found to be quite significant for the type of foundation used in the study. The percentage variation in the values of displacement obtained using the coupled and uncoupled analysis is found in the range of 4-17 and that for the moment in the range of 3-10. A reasonable agreement is observed in the results obtained using either approach.

• 한국지반공학회논문집
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• 제29권5호
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• pp.5-17
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• 2013

본 논문에서는 열응력에 따른 PHC 에너지파일의 축하중과 침하량의 변화를 수치해석을 통하여 분석하였다. 이를 위해 $3{\times}3$, $5{\times}5$ 배열 군말뚝 형태의 에너지파일을 말뚝 간격과 배치, 지반조건, 말뚝의 선단지지조건 및 말뚝 캡의 강성도 등의 조건으로 구분하여 수치해석을 수행하였다. 본 연구 결과 말뚝 중심 간격이 클수록 온도변화에 따른 말뚝의 축하중 차이가 크게 나타났고, 사질토지반이 점성토지반 보다 온도변화에 의한 침하량의 변화가 크게 나타났다. 또한, 에너지파일이 모서리부에 위치할 때 말뚝의 축하중 차이가 가장 크게 나타났으며, 말뚝의 선단이 암반에 지지된 경우 온도변화에 의한 축하중 변화가 더 크게 발생하여 침하량이 감소하는 것을 확인하였다. 말뚝 캡의 강성도에 대한 영향은 말뚝 캡의 강성이 커질수록 온도변화에 의한 침하량이 감소하는 것으로 나타났다.

• 한국전산구조공학회논문집
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• 제29권6호
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• pp.491-498
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• 2016

리벳이나 볼트가 결합되는 구멍은 항공기, 선박 및 기타 구조물에 사용되는 판재의 응력 집중을 유발한다. 과도한 응력 집중 현상이 지속되면 종래에는 파단이 일어날 수 있으므로 설계 단계에서 응력 집중 현상의 명확한 해석이 중요하다. 이 논문에서는 판재위에 리벳을 배치하는 간단한 최적화 방법이 제시되었다. 첫째로 응력 집중 현상 해석에서 FEM 구조 해석이 얼마나 정확한지 검증하였다. 평판 위에 존재하는 단일 구멍의 반경을 바꿔가며 응력 집중 계수의 변화를 분석하였다. 같은 방법으로 일렬로 존재하는 구멍들 사이에서의 응력 집중 계수를 수치 해석하였다. 각각의 응력 집중 계수를 이론값과 비교하여 정확도를 확인하였다. 마지막으로 두 응력 집중 현상을 독립적으로 적용하는 최적화 방법을 확인 및 검증하였다. 이 결과들은 이론적인 예측과 밀접한 경향성을 보여 앞으로의 리벳 배치 최적화에도 활용될 수 있을 것으로 예상된다.

• Nuclear Engineering and Technology
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• 제55권9호
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• pp.3150-3163
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• 2023

To improve the performance of blanket: maximizing the tritium breeding rate (TBR) for tritium self-sufficiency, and minimizing the Dose of backplate for radiation protection, most previous studies are based on manual corrections to adjust the blanket structure to achieve optimization design, but it is difficult to find an optimal structure and tends to be trapped by local optimizations as it involves multiphysics field design, which is also inefficient and time-consuming process. The artificial intelligence (AI) maybe is a potential method for the optimization design of the blanket. So, this paper aims to develop an intelligent optimization method based on an improved multi-objective NSGA-III algorithm and an adaptive BP neural network to solve these problems mentioned above. This method has been applied on optimizing the radial arrangement of a conceptual design of CFETR HCSB blanket. Finally, a series of optimal radial arrangements are obtained under the constraints that the temperature of each component of the blanket does not exceed the limit and the radial length remains unchanged, the efficiency of the blanket optimization design is significantly improved. This study will provide a clue and inspiration for the application of artificial intelligence technology in the optimization design of blanket.