• Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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• v.18 no.2_spc
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• pp.275-289
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• 2020

In 2017, multimodal transportation tests for evaluating road, sea, and rail transport were performed by research institutes in the US, Spain, and the Republic of Korea. In this study, acceleration and strain data determined through road and sea tests were analyzed. It was investigated whether the load generated for each transport mode was amplified or attenuated according to the load transfer path. From the results, it was confirmed that the load transfer characteristics differed according to the transportation mode and loading path. The effects of strain determined through each test on the structural integrity of the spent nuclear fuel were also investigated. It was found that the magnitude of the measured strain had a negligible effect on the structural integrity of the spent nuclear fuel, considering its fatigue strength. The results for the acceleration and strain data analyses obtained in this study will be useful for scheduled domestic transportation tests under normal transport conditions.

• Journal of the Korean Geotechnical Society
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• v.21 no.4
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• pp.83-98
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• 2005

In this paper, a conceptual approach of the stress path method was newly proposed for a rational estimation of settlements of saturated clay deposits. In the proposed approach, settlement-related characteristic deformation behaviors of a specific clay deposit, which can cover all probable stress changes expected in the field, are experimentally evaluated in advance. Then settlements of various structures constructed on the deposit are easily estimated with only the characteristic deformation behaviors and without any additional experimental effort. In Part I of this paper, in order to provide practicality to the new conceptual approach, we developed a detailed procedure which is capable of evaluating characteristic deformation behaviors of a saturated clay deposit with only a limited number of tests and easily predicting deformations under a given stress change using the characteristic deformation behaviors. The applicability of the developed procedure was clearly shown by presenting an actual application example.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.8 no.1
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• pp.151-157
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• 1988

A series of torsion shear tests were performed according to various stress-paths on hollow cylinder specimens of $K_0$-consolidated clay to investigate the influence of rotation of the principal stresses on the stress-strain and strength characteristics. The effects of stress-paths and reorientation of principal stress were mainly observed in the prefailure stress-strain behavior. The experimentally obtained failure surface from torsion shear tests could practically be modeled by an isotropic failure criterion. Coupling effects between stresses and strains were investigated when both torsion shear and vertical stresses were applied. The work-space in torsion shear tests was illustrated and the relation between stresses and strain increments was also investigated in the work-space.

• Geotechnical Engineering
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• v.9 no.4
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• pp.65-82
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• 1993

A series of torsion shear tests were performed to study the drained stress -strain behavior of medium dense Santa Monica Beach sand under various stress paths. The torque was applied to both clockwise and counterclockwise directions at the end of hollow cylinder specimen. Two clip gages had been previously used to measure the changes in wall thickness and diameter of the specimen. In this study, however, the lateral strain was determined by measuring volume changes in specimen. Specimens were prepared by the air pluviation method and gaseous carbon deozide( CO2) was used to measure precisely volumetric strain in specimen. The drained stress -strain behavior of cohesionless Boils during rotation of principal stress directions was analysed based on the results of torsion shear tests. The coupling of mal stress were applied. It was also found from the test results that the atrial strain at failure decreased with increasing value.

• Journal of the Korea Computer Graphics Society
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• v.21 no.5
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• pp.11-19
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• 2015

Our research introduces a novel system for creating 3D vehicle animation. Our system is for intuitively authoring vehicle accident scenes according to videos or based on user-drawn trajectories. Our system has been implemented by combining three existing ideas. The first part is for obtaining 3D trajectory of a vehicle from black-box videos. The second part is a tracking algorithm that controls a vehicle to follow a given trajectory with small errors. The last part optimizes the vehicle control parameters so that the error between the input trajectory and simulated vehicle trajectory is minimized. We also simulate the deformation of the car due to an impact to achieve believable results in real-time.

• Journal of Korean Society of Transportation
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• v.22 no.6
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• pp.121-131
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• 2004

The K-shortest path algorithms are largely classified into two groups: oneis for finding loopless path (simple path), another loop paths. In terms of cimputational complexities, in general the loop-paths-finding ones are considered more efficient and easier to be handled than the loopless-paths-finding. The entire path deletion methods have been known as the best efficient algorithms among the proposed K-shortest path algorithms. These algorithms exploit the K-th network transformation to prevent the same path, which was already selected as the (K-1)th path, from being redetected. Nevertheless, these algorithms have a critical limitationto be applied in the practical traffic networks because the loops, in which the same modes and links can be unlimitedly repeated, are not preventable. This research develops a way to be able to selectively control loop-paths by applying link-label. This research takes an advantage of the link-based shortest path algorithms that since the algorithms can take care of two links simultaneouslyin the searching process, the generation of loops can be controlled in the concatenation process of the searched link and the preceded link. In concatenation of two links, since the precede link can be treated a sub-shortest to this link from the origination, whether both the node and the link of the searched link were already existed or not can be evaluated. Terefore, both the node-loopless path, in which the same node is not appeared, and the link-loopless, in which the same link is not appeared, can be separately controlled. Especially, the concept of the link-loopless path is expended to take into consideration reasonable route choice behaviors such as U-Turn, P-Turn, and Turn-Penalty, which are frequently witnessed in urban traffic network with intersections. The applicability of the proposed method is verified through case studies.

• Proceedings of the Acoustical Society of Korea Conference
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• 1993.06a
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• pp.195-198
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• 1993

해수의 물리적 성질 변화에 의한 수중음속 변화는 수중음파 전파에 커다란 영향을 미친다. 매질변동에 의한 음파 전파경로 변동특성, 즉 음파 도달시간 변동에 의한 매질변위량 추정으로 해양을 탐사하는“해양음향 토모그라피”를 운용하기 위하여 비균질 매질에서의 음파 전파경로 파악이 우선이다. 수심이 일정한 비균질한 매질에서의 음파 전파경로를 파악하기 위해 파동방정식의 해를 Ray theory에 의거 ray path를 구하고 송,수신기 사이를 연결하는 eigenray 정보를 얻었다. 음원의 주파수가 400Hz($\pm$25Hz), pulse length가 20ms인 LFM pulse를 사용하였다. 이 음원을 동해의 최소음속층에서 송,수신하였을 경우 음원에서 150Km 떨어진 수신기에 도달한 신호는 평균음속분포 일 때 보다 약 66ms 정도 빨리 도착한다. 또한 Eigenray 정보에 의거 모의된 수신신호는 토모그라피 운용을 위한 필수 조건인 ray path의 식별, 안정성, 그리고 분해능을 만족한다. 또한 모의 수신신호 음파 도달시간 변동 분석으로 송,수신기 사이의 매질 변동을 파악 할 수 있다.

• Journal of KIISE:Computer Systems and Theory
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• v.27 no.12
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• pp.981-987
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• 2000

이 논문은 상위 단계 데이터-경로 합성에서 연산 스케쥴링과 자원 할당 및 배정을 동시에 고려한 통합적 접근 방법을 제시한다. 제안한 방법은 스케쥴링 되어있지 않은 데이터-플로우 그래프에 대해서 수행에 필요한 총 clock 스텝 수와 필요한 회로 면적을 동시에 최소화하는 데이터-경로 생성에 특징이 있다. 일반적으로, 연결선의 결정이 합성의 마지막 단계에서 이루어지는 기존의 방법과는 다르게, 우리의 접근 방법은 연산 스케쥴링과 연산의 연산 모듈 배정 그리고 변수의 레지스터 배정 작업을 동시에 수행하여 추가적인 연결선의 수를 매 clock 스텝마다 최적화(optimal) 시킨다. 본 논문은, 이 문제를 최소-비용의 최대-플로우 문제로 변형하여 minimum cost augmentation 방법으로 polynomial time 안에 해결하는 알고리즘을 제안한다.

• Proceedings of the Korean Information Science Society Conference
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• 2006.06c
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• pp.100-102
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• 2006

인터넷 환경에서 데이터 저장과 전송을 위한 표준으로 XML이 부각되고 있다. 이에 따라 XML자체에 대한 관심뿐 아니라 XML 질의 처리를 위한 연구도 활발하게 이루어지고 있다. 이러한 연구는 XML문서 자체의 내용 뿐 아니라 구조에 대한 질의에 대해서도 진행되고 있다. 구조에 대한 질의를 위해 경로 질의가 사용되고 있으며, 최근 경로 질의를 효과적으로 처리하기 위하여 여러 가지 색인 기법들이 연구되고 있다. 본 연구에서는 기존에 제안된 대표적인 두 가지 색인기법인, 경로 색인 기법과 구조 조인 기법에 대한 특징에 대해 살펴보고, 구조 조인 기법에 대한 기존연구의 알고리즘의 성능을 개선시킬 수 있는 메커니즘을 제안하였다. 기존 연구에서는 질의에 해당하는 모든 엘리먼트들을 비교하여 결과를 뽑아내지만 제안한 메커니즘은 입력 값의 형태를 변형하여 비교하는 엘리먼트의 수를 줄여 더 적은 조인연산을 수행함으로서 성능을 향상시킬 수 있었다. 이러한 결과를 4절에서 실험을 통해 검증하였다. 실험 결과 기존 방법에 비해 실험한 질의에 따라 최대 34%, 최소 7%의 성능 향상을 이룰 수 있었다.

• Journal of the Korean Geotechnical Society
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• v.15 no.5
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• pp.43-55
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• 1999

This study evaluated Yasufuku's constitutive model in terms of its capability to accurately consider the observed behavior of Iksan compacted weathered granite soil for various stress-paths. The strains calculated from the model are in reasonable agreement with those measured, but some discrepancies occur. The largest differences between measured and calculated strains occur for axial strain of proportional loading with increasing stress. Yasufuku's constitutive model can consider the observed behavior of Iksan compacted weathered granite soil with accuracy for conventional triaxial compression and for p'-constant loading with increasing stress ratio.