• 한국압력기기공학회 논문집
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• 제4권2호
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• pp.1-6
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• 2008

Very High Temperature Gas Cooled Reactor (VHTR) has been selected as a high energy heat source for nuclear hydrogen generation. The VHTR can produce hydrogen from heat and water by using a thermo-chemical process or from heat, water, and natural gas by steam reformer technology. A co-axial double-tube primary hot gas duct (HGD) is a key component connecting the reactor pressure vessel and the intermediate heat exchanger (IHX) for the VHTR. In this study, a preliminary design analysis for the primary HGD of the nuclear hydrogen system was carried out. These preliminary design activities include a determination of the size, a strength evaluation and an appropriate material selection. The determination of the size was undertaken based on various engineering concepts, such as a constant flow velocity model, a constant flow rate model, a constant hydraulic head model, and finally a heat balanced model.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2013년도 춘계학술대회 논문집
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• pp.520-521
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• 2013

• EDISON SW 활용 경진대회 논문집
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• 제5회(2016년)
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• pp.473-476
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• 2016

In this study, important design factors in Jansen leg mechanism by which two legs can be driven by only one input like a motor are considered through method of transmitting motion in three-bar linkage and Grashof law in four-bar linkage. In preliminary design, by using EDISON m-sketch and its simulation which can observe trace of feet, two identical four-bar linkages are initially designed and two three-bar linkages are added to four-bar linkages sequentially. By analyzing GL(Ground Length) and GAC(Ground Angle Coefficient), the adequacy of the preliminary design was estimated. Final design of walking apparatus is implemented using CAD software, Assembly2 of EDISON Designer. Finally, proposals to improve software used in this study are suggested.

• 한국지진공학회논문집
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• 제26권1호
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• pp.31-38
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• 2022

Based on the nonlinear static analysis and the approximate seismic evaluation method adopted in "Guidelines for seismic performance evaluation for existing buildings, two methods to calculate strength demand for retrofitting individual structural walls in unreinforced masonry buildings are proposed." The displacement coefficient method to determine displacement demand from nonlinear static analysis results is used for the inverse calculation of overall strength demand required to reduce the displacement demand to a target value meeting the performance objective of the unreinforced masonry building to retrofit. A preliminary seismic evaluation method to screen out vulnerable buildings, of which detailed evaluation is necessary, is utilized to calculate overall strength demand without structural analysis based on the difference between the seismic demand and capacity. A system modification factor is introduced to the preliminary seismic evaluation method to reduce the strength demand considering inelastic deformation. The overall strength demand is distributed to the structural walls to retrofit based on the wall stiffness, including the remaining walls or otherwise. Four detached residential houses are modeled and analyzed using the nonlinear static and preliminary evaluation procedures to examine the proposed method.

• Journal of Advanced Marine Engineering and Technology
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• 제40권6호
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• pp.484-492
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• 2016

유기랭킨사이클의 열역학적 효율에 지대한 영향을 미치는 구성요소는 터빈이며, 성능이 우수한 터빈의 원활한 개발을 위해서는 정밀한 예비설계 뿐만 아니라 성능 예측을 위한 유동해석과 구조적인 안전성을 평가하기 위한 구조해석이 필수적이다. 그러나 현재 이러한 포괄적인 유기랭킨사이클용 반경류 터빈에 대한 개발 내용을 포함한 연구사례를 찾아보기 힘들다. 본 연구에서는 유기랭킨사이클용 반경류 터빈에 대한 예비설계를 수행하고 유동해석 뿐만 아니라 구조해석을 수행하였다. 예비설계에는 인하우스 코드 형태로 개발된 RTDM이 사용되었으며 그 결과는 유동해석 결과로부터 설계목표를 충족하는 것으로 나타났다. 예비 설계한 터빈에 대한 구조해석은 선정한 터빈의 재료가 예비 설계한 터빈의 유동조건에 적합한지 여부를 판단하기 위하여 수행되어야 하며, 구조해석 결과로부터 본 연구에서 선정한 알류미늄 합금은 예비 설계한 터빈의 유동조건에 적합한 것으로 판단되었다. 그러나 예비설계 알고리즘 및 수치해석 기법에 대한 신뢰성은 실증실험을 통하여 엄밀히 검증되어야 할 것으로 판단된다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1998년도 가을 학술발표회 논문집
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• pp.314-321
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• 1998

This paper presents motion based design methodology for structures. Current design methodologies are primarily strength-based. Such methods are adequate when strength is expected to govern the design. But as the slenderness of structures increases, motion such as displacement and acceleration becomes the dominant criterion. In this paper, a preliminary design approach for beam-type buildings, where motion dominates the design, is discussed by effectively distributing the magnitude of structural stiffness to control the distribution of displacement under service load. This analytic development is illustrated using a cantilever beam as the structure under static loads, free vibration, and forced vibration.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1998년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Spring 1998
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• pp.258-265
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• 1998

Seismic isolation has developed to the point where it may be considered as a viable design alternate for a wide range of building structures. However, it needs to consider various aspects to adopt a suitable isolation system for buildings practically. This report presents the basis for the preliminary design procedure which has been developed for the seismic isolation system using the lead rubber bearings. The design procedures have been developed to ensure that the bearings will safely support the maximum gravity load throughout the life of the structure while they provide a period shift and hysteretic damping during the design earthquake.

• 산업경영시스템학회지
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• 제34권2호
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• pp.112-120
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• 2011

The early phase of design intrinsically contains multiple sources of uncertainty in describing design, and nevertheless the decision-making process at this phase exerts a critical effect upon drawing a successful design. This paper proposes a set-based design approach for multi-objective design problem under uncertainty. The proposed design approach consists of four design processes including set representation, set propagation, set modification, and set narrowing. This approach enables the flexible and robust design while incorporating designer's preference structure. In contrast to existing optimization techniques, this approach generates a ranged set of design solutions that satisfy changing sets of performance requirements.

• Structural Engineering and Mechanics
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• 제65권6호
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• pp.731-739
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• 2018

This paper presents an optimal pattern for distributing stiffness along a framed tube structure through an analytic equation, which may be used during the preliminary design stage. Most studies in this field are computationally intensive and time consuming, while a hand-calculation method, as presented here, is a more suitable tool for sensitivity analyses and parametric studies. Approach in development of the analytic model is to minimize the mean compliance (external work) for a given volume of material. A variational statement of the problem is made, and a specified deformation-profile is obtained as the necessary condition for a minimum; enforcing this condition, stiffness is then computed. Due to some near-zero values for stiffness, the problem is modified by considering a lower bound constraint. To deal with this constraint, the design domain is assumed to be divided into two zones of constant stiffness and constant curvature; and the problem is restated in terms of these concepts. It will be shown that this methodology allows for easy computation of stiffness through an analytic and dimensionless equation, valid in any system of units. To show practicality of the proposed method, a tubed-system structure with uniform stiffness distribution is redesigned using the proposed model. Comparative analyses of the results reveal that in addition to simplicity of the proposed method, it provides a rather high degree of accuracy for real-world problems.

• 한국융합학회논문지
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• 제13권1호
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• pp.357-364
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• 2022

본 연구는 인문학적 사고를 향상시키기 위해 예비대학 프로그램을 개발, 운영, 평가하는 플랫폼 설계를 목적으로 한다. 이를 위해 본 연구에서는 P 대학의 특성에 맞는 예비대학을 설계하기 위하여 전문가 인터뷰와 재학생 설문조사를 실시하고, 분석된 결과를 토대로 인문학을 기반으로 하는 예비대학의 모델을 제안하였다. 전문가 대상 인터뷰 결과 온라인 플랫폼에 기반한 예비대학 모델 구축 및 인문학적 사고에 기반한 인재 양성 교육의 필요성 등이 제시되었다. 재학생 대상 설문 결과에서는 인문학 기반의 예비대학 운영의 필요성을 인식하고 있는 것으로 나타났다. 연구 결과를 반영하여 본 연구에서는 P 대학에 적합한 인문학 기반 예비대학 모델을 제안하고자 한다. 제안된 예비대학 모델 운영을 통해 참여 학생들이 대학인으로서 갖추어야 할 인문학적 사고가 확장되는 계기가 될 것으로 본다. 후속 연구에서는 플랫폼 기반 프로그램 운영을 통해 교육적 효과를 검증할 필요가 있다.