• 방사성폐기물학회지
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• 제6권4호
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• pp.329-346
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• 2008

중저준위 방사성폐기물의 영구처분을 위하여 건설되는 월성원자력환경관리센터의 1단계 폐쇄후 안전성평가에 대하여 기술하였다. 처분시설의 건설운영허가를 위하여 작성된 안전성평가에 대하여 평가개요, 처분시설의 폐쇄개념, 처분부지에 대한 지하수 유동특성을 이용하여 평가를 위한 시나리오의 개발과정과 도출된 평가대상 시나리오에 대한 개념을 기술하였다. 폐쇄후 안전성평가 모델링을 위한 평가도구, 입력인자와 개별 시나리오에 대한 핵종누출 모델링, 기체발생 및 기체이동 모델링, 인간침입 모델링과 생태계 모델링에 대하여 기술하였다. 처분시설의 폐쇄후 안전성 평가시나리오에 대하여 국내 규제치를 만족하는 것으로 평가되었으며 향후 처분시설 안전성에 대한 불확실성 저감과 신뢰성 증진을 위한 노력을 지속적으로 수행할 예정이다.

• 대한토목학회논문집
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• 제33권1호
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• pp.207-218
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• 2013

대형 사력댐의 내진성능 평가에서 필히 요구되는 입력상수는 사력재료, 코아매질의 전단파 속도이다. 이를 표면파 시험으로 평가하기 위해서는 사력골재의 불연속, 매질의 비균질, 사면 경계면 등 표면파 시험결과의 신뢰도를 떨어뜨리는 조건을 극복해야 한다. 본 연구에서는 이러한 표면파시험의 한계를 극복하기 위하여 기존 빔형성기법의 원리를 응용한 SBF (Short-Array Beamforming) 기법을 제안하였다. SBF 기법은 3~9 m의 짧은 측선과 원거리 발진원을 이용함으로써, 빔형성기법 고유의 장점인 측정자료의 자동화분석뿐만 아니라 근접장 문제의 해결, 국부적 이상대의 발견 등의 기능을 가지도록 개발되었다. 본 연구에서는 이러한 SBF 기법과 IRF(Impulse-Response Filtration) 기법을 활용하여 대형 사력댐의 전단파속도를 신뢰성 있게 평가하는 방법을 정립하였다. 정립된 기법은 사력댐의 사력재료와 유사한 암버럭으로 매립 성토된 철도 노반에서 다운홀 시험, CapSASW (Common-Array-Profiling SASW) 시험과의 비교를 통하여 그 신뢰성과 실용성을 검증하였다.

• 유통과학연구
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• 제17권6호
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• pp.77-84
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• 2019

Purpose - Although an extensive body of research in psychology and marketing focuses on perceived waiting time, no research has examined the effect of the location of the waiting place on perceived waiting time. In particular, this study suggests that customers who are waiting in a restaurant may have different perceived waiting time depending on whether they are in close proximity to the service area (e.g., dining area) or farther from it. In particular, the author examines how and why the location of the waiting place affects the perceived waiting time of the consumer and reveals the mental simulation as its psychological mechanism. Research design, data, and methodology - This study conducted field surveys with customers waiting in real restaurants. Eighty-eight people participated under two conditions: a restaurant with a waiting place near the dining area and a restaurant with a waiting place far from the dining area. Participants responded to questions about perceived waiting time (the dependent variable), mental simulation (the mediator), and demographic variables. To verify the hypothesis, ANOVA and bootstrapping analysis were performed. Results - The major results from the field study are as follows. First, participants perceived wait time differently depending on the location of the restaurant's waiting place: participants in the restaurant with a waiting place close to the dining area perceived significantly shorter waiting times. Second, the effect of the location of the waiting place on the perceived waiting time was mediated by mental simulation: the closer the wait location is to the dining area, the more imagination the customer exercises about the meal, which in turn distracts attention from time flow and shortens the perceived wait time. Conclusion - This study has a theoretical implication in that it extends research on perceived waiting time as the first study of how and why the location of a waiting place affects a customer's perceived waiting time. It has a practical implication that can be used as a marketing tactics to improve the image of the service provider by changing the location of the waiting place.

• Structural Engineering and Mechanics
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• 제51권4호
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• pp.547-564
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• 2014

This study focuses on the application of an active tuned mass damper (ATMD) for controlling the seismic response of an 11-story building. The control action is achieved by combination of a fuzzy logic controller (FLC) and Particle Swarm Optimization (PSO) method. FLC is used to handle the uncertain and nonlinear phenomena while PSO is used for optimization of FLC parameters. The FLC system optimized by PSO is called PSFLC. The optimization process of the FLC system has been performed for an 11-story building under the earthquake excitations recommended by International Association of Structural Control (IASC) committee. Minimization of the top floor displacement has been used as the optimization criteria. The results obtained by the PSFLC method are compared with those obtained from ATMD with GFLC system which is proposed by Pourzeynali et al. and non-optimum FLC system. Based on the parameters obtained from PSFLC system, a global controller as PSFLCG is introduced. Performance of the designed PSFLCG has been checked for different disturbances of far-field and near-field ground motions. It is found that the ATMD system, driven by FLC with the help of PSO significantly reduces the peak displacement of the example building. The results show that the PSFLCG decreases the peak displacement of the top floor by about 10%-30% more than that of the FLC system. To show the efficiency and superiority of the adopted optimization method (PSO), a comparison is also made between PSO and GA algorithms in terms of success rate and computational processing time. GA is used by Pourzeynali et al for optimization of the similar system.

• 한국초전도저온공학회:학술대회논문집
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• 한국초전도저온공학회 1999년도 제1회 학술대회논문집(KIASC 1st conference 99)
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• pp.3-9
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• 1999

The grain morphology, the changes in morphology and Jc with the thermo-mechanical treatment (TMT) history, the field dependence of Jc and the nature of intergranular bonding were studied in $T_{10.8}$$Pb_{.2}$$Bi_{0.2}$$Sr_{1.8}$$Ba_{0.2}$$Ca_{2.2}$$Cu_{3}$$O_{z}$/Ag tapes. As a result, incorporation of intermediate rolling during the final heat-treatment resulted in of plate-like TI-1223 grains, and thus enhanced Jc. Jc's near 2.5$\times$104 A/cm2 at 77 K and 0 T were obtained in just rolled tapes with an excellent reproducibility. The high Jc's seem to grain-connectivity easy recovery of excellent grain-connectivity during final heat-treatment after inter -mediate rolling, probably due to retarded T1 evaporation and excessive Ca content in the present composition. The strong field dependence of Jc even in low fields, however, indicated that there still existed significant weak-links and the degree of directional grain-alignment was far from the desired one. The intergranular binding in the tapes seemed to be mainly dominated by SIS junctions.

• Journal of Advanced Marine Engineering and Technology
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• 제33권8호
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• pp.1170-1179
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• 2009

본 연구의 목적은 수평축 풍력터빈인 NREL Phase VI를 대상으로 ANSYS FLUENT에서 제공하는 LES와 FW-H 상사식을 이용하여 풍력발전기로부터 방사되는 저주파 공력소음을 수치적으로 예측하는 것이다. 풍력발전기 공력소음에 관한 어떠한 실험적 자료가 존재하지 않으므로, 먼저 정격풍속에서 토크와 출력 등의 공력성능 수치결과를 실험결과와 비교하여 소음원 예측의 타당성을 검증한 후, 풍속 변화에 따른 공력소음 특성을 분석하였다. 그 결과 수치성능결과는 약0.8%이내에서 실험결과와 잘 일치하였다. 풍속이 증가함에 따라 사극자와 이극자에 의한 총음압레벨은 증가하는 경향을 나타내었다. 또한 풍력터빈 허브중심으로부터 거리가 증가함에 따라 원방에서는 $r^{-1}$, 근방에서는 $r^{-2}$에 비례하여 증가하는 것으로 나타났다. 그리고 거리가 두배 증가함에 따른 총음압레벨은 약 6dB 감소하였다.

• Structural Engineering and Mechanics
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• 제13권6호
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• pp.615-638
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• 2002

This paper presents a method of seismic analysis for a cylindrical liquid storage structure considering the effects of the interior fluid and exterior soil medium in the frequency domain. The horizontal and rocking motions of the structure are included in this study. The fluid motion is expressed in terms of analytical velocity potential functions, which can be obtained by solving the boundary value problem including the deformed configuration of the structure as well as the sloshing behavior of the fluid. The effect of the fluid is included in the equation of motion as the impulsive added mass and the frequency-dependent convective added mass along the nodes on the wetted boundary of the structure. The structure and the near-field soil medium are represented using the axisymmetric finite elements, while the far-field soil is modeled using dynamic infinite elements. The present method can be applied to the structure embedded in ground as well as on ground, since it models both the soil medium and the structure directly. For the purpose of verification, earthquake response analyses are performed on several cases of liquid tanks on a rigid ground and on a homogeneous elastic half-space. Comparison of the present results with those by other methods shows good agreement. Finally, an application example of a reinforced concrete tank on a horizontally layered soil with a rigid bedrock is presented to demonstrate the importance of the soil-structure interaction effects in the seismic analysis for large liquid storage tanks.

• 대한토목학회논문집
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• 제26권4A호
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• pp.659-675
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• 2006

근래에 비선형 정적해석법에 기초를 둔 성능-기반 방법이 각광을 받으면서 개선되고 있다. 역량스펙트럼 방법과 변위계수법이 비선형 정적해석법 중에서 대표적이라고 할 수 있다. 새로 건설되거나 기존의 구조물에 대하여 내진설계와 내진성능 평가에 대한 비선형 정적해석법의 적용성을 평가하기 위해서는 우선적으로 역량스펙트럼 방법과 변위계수법의 정확성이 평가되어야 한다. 비선형 정적해석법의 정확성은 근거리 및 원거리 지진하중에 대한 철근 콘크리트 벽체 구조물의 진동대 실험결과와 비교하여 평가하였다. 또한, 단자유도계, 등가단자유도계와 다자유도계에 대한 비선형 동적해석기법에 의해 평가된 지진응답도 진동대 실험결과와 비교하여 평가하였다.

• Earthquakes and Structures
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• 제26권1호
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• pp.17-30
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• 2024

Earthquakes can lead to substantial damage to buildings, with long-period ground motion being particularly destructive. The design of high-performance building structures has become a prominent focus of research. The double-story isolated structure is a novel type of isolated structure developed from base isolated structure. To delve deeper into the building performance of double-story isolated structures, the double-story isolated structure was constructed with the upper isolated layer located in different layers, alongside a base isolated structure for comparative analysis. Nonlinear elastoplastic analyses were conducted on these structures using different ground motion inputs, including ordinary ground motion, near-field impulsive ground motion, and far-field harmonic ground motion. The results demonstrate that the double-story isolated structure can extend the structural period further than the base isolated structure under three types of ground motions. The double-story isolated structure exhibits lower base shear, inter-story displacement, base isolated layer displacement, story shear, and maximum acceleration of the top layer, compared to the base isolated structure. In addition, the double-story isolated structure generates fewer plastic hinges in the frame, causes less damage to the core tube, and experiences smaller overturning moments, demonstrating excellent resistance to overturning and a shock-absorbing effect. As the upper isolated layer is positioned higher, the compressive stress on the isolated bearings of the upper isolated layer in the double-story isolated structure gradually decreases. Moreover, the compressive stress on the isolated bearings of the base isolated layer is lower compared to that of the base isolated structure. However, the shock-absorbing capacity of the double-story isolated structure is significantly increased when the upper isolated layer is located in the middle and lower section. Notably, in regions exposed to long-period ground motion, a double-story isolated structure can experience greater seismic response and reduced shock-absorbing capacity, which may be detrimental to the structure.

• 한국융합학회논문지
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• 제9권2호
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• pp.1-6
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• 2018

본 연구에서는 전기 자동차용 DC/DC converter 회로의 전도성/복사성 방사 분석 결과를 제시하고 있다. 일반적으로 사용되는 MPQ4433 칩을 이용한 전력 변환회로의 EMI 특성을 개선하기 위해 주파수 확산 회로를 적용하였다. TLV3201칩을 사용한 주파수 확산 회로가 설계되어 전력변환 회로에 적용되었다. EMI 시뮬레이션을 통해 최적의 PCB 제작되었으며, 제작된 회로를 이용하여 원거리 방사, 근거리 전도 및 복사 방출에 대한 시뮬레이션과 측정 결과가 제시되었다. 전도 및 방사 방출은 CISPR 25의 표준화 된 시험 절차에 따라 측정되었으며 주파수 확산이 적용된 경우에 EMI 특성이 약 20% 개선되는 결과를 얻었다. 본 연구에서 제안 된 주파수 확산을 이용한 EMI 저감 기술은 자동차용 전력 컨버터 모듈의 설계에 처음 적용되었으며 향후 EMI 개선에 효과적으로 사용될 수 있을 것으로 예상된다.