• Geomechanics and Engineering
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• 제15권3호
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• pp.911-917
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• 2018

This paper concerns a numerical investigation on the effect of construction sequence on three-arch (3-Arch) tunnel behavior. A three-arch tunnel section adopted in a railway tunnel construction site was considered in this study. A calibrated 3D finite element model was used to conduct a parametric study on a variety of construction scenarios. The results of analyses were examined in terms of tunnel and ground surface settlements, shotcrete lining stresses, loads and stresses developed in center column in relation to the tunnel construction sequence. In particular, the effect of the side tunnel construction sequence on the structural performance of the center structure was fully examined. The results indicated that the load, thus stress, in the center structure can be smaller when excavating two side tunnels from opposite direction than excavating in the same direction. Also revealed was that no face lagging distance between the two side tunnels impose less ground load to the center structure. Fundamental governing mechanism of three-arch tunnel behavior is also discussed based on the results.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.473-480
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• 1999

This paper presents the results of a parametric study on the behavior of mechanically stabilized earth retaining wall. It has been recognized that the currently available design guidelines, which is base on the limit equilibrium approach, cannot properly account the interaction effect between the components, construction sequence, and foundation settlement which may impose a significant influence on the wall behavior. A parametric study using finite element analysis was performed to investigate the behavior of MSE wall under different construction conditions and the applicability of the current design approach. In the parametric analysis, the effects of the construction sequence, the surcharge, and the foundation stiffness were studied and a detailed finite element modeling for various components of the system were employed. The results, such as wall displacement and earth pressure distributions, reinforcement forces, vertical stress distribution were then thoroughly analyzed to investigate the effect of construction details on the wall behavior.

• 한국콘텐츠학회논문지
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• 제8권9호
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• pp.19-26
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• 2008

유비쿼터스 컴퓨팅의 발전에 따라 일대일 개인화 서비스를 위한 인프라스트럭처가 구축되면서, 사용자의 상황과 환경, 즉 상황인식 기반 서비스의 중요성이 부각되고 있다. 스마트 홈은 현실공간과 가상공간을 연결하여 가상공간에서 현실의 상황을 정보화하고 이를 활용하여 사용자 중심의 지능화된 서비스를 제공하는 기술이다. 본 논문에서는 스마트 홈에서 마이닝을 이용한 행동 순차 패턴 발견을 제안하였다. 마이닝을 이용하여 위치 트랜잭션에서 발생하는 위치간의 연관 규칙에 시간의 변이를 추가하여 행동 순차 패턴을 발견하였다. 인식된 시간 순서에 따라 사용자가 이동한 경로의 파악 및 행동 방향을 예측하고 그에 따른 서비스가 가능하다. 마이닝을 이용한 행동 순차 패턴의 성능 평가를 하기 위해 대응표본 t검정을 실시하여 유용성을 검증하였다. 평가 결과, 서비스에 대한 만족도의 차이가 통계적으로 의미가 있음을 증명하였고 높은 만족도를 보임을 확인하였다. 따라서 본 연구 결과를 활용하면 시장성 증대와 고부가 가치를 창출할 수 있을 것으로 기대하며 다양한 응용 분야에 활용이 가능하다.

• International Journal of Control, Automation, and Systems
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• 제1권1호
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• pp.111-118
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• 2003

This paper proposes a two dimensional behavior analysis method for fish in a water tank based on the ARX method and the Kalman filter algorithm using image processing technology. In modeling the behavior of fish, the input is denoted as the environmental change and uses M-sequence. The output is expressed by the partnership between fish. The behavior model of individual fish is identified by the ARX method. It is then estimated by the Kalman filter algorithm. Finally, the fish behavior is analyzed by FFT. To prove the effectiveness of the pro-posed algorithm, it is applied to two tilapias in a water tank with dimensions of 100cm$\times$100cm$\times$50cm. The effectiveness of the proposed method is demonstrated through ARX identification, estimation of Kalman filter, and FFT analysis.

• 호남수학학술지
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• 제39권4호
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• pp.665-675
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• 2017

Several properties of the sequence generated from a kind of Danzer matrices were examined and proved using already known facts about the Chebyshev polynomials. Asymptotic behavior of our interest sequence also discussed.

• KCI Concrete Journal
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• 제11권3호
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• pp.141-151
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• 1999

In the replacement of bearing system of bridges, the jacking work to secure work spaces may cause damage of the superstructure, hence the behavior of superstructure by the jacking force must be considered. Especially, in prestressed concrete I-type girder bridges, considering the stress concentration at the girder and the load redistribution of superstructure, the allowable jacking force and jacking sequence have to be determined. In this study, an analytical method is proposed to calculate the jacking force and overall jacking sequence for the replacement of bearing system without any damage to the superstructure. The stress concentration at the girder and load redistribution of the deck due to jacking force are considered to compute the allowable jacking force for each girder and overall jacking sequence for girders in the deck. Using the solution algorithm developed in this study, the optimum jacking sequence and required jacking force for the prestressed concrete I-type gilder bridge having the standard sections are calculated.

• 한국주조공학회지
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• 제30권3호
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• pp.100-110
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• 2010

The solidification sequence and formation of intermetallic phase of Fe-rich Al-Si-Cu alloy were investigated by using real-time imaging of synchrotron X-ray radiation. Effects of cooling rate during uni-directional solidification on the resultant solidification behavior was also studied in a specially constructed vacuum chamber in the SPring-8 facility. The series of radiographic images were complementarily analyzed with conventional analysis of OM and SEM/EDX for phase identification. Detailed solidification sequence and formation mechanisms of various phases were discussed based on real-time image analysis. The growth rates of $\alpha$-AlFeMnSi and ${\beta}-Al_5FeSi$ were measured in order to understand the growth behavior of each phase. It is suggested that real-time imaging technique can be a powerful tool for the precise understanding of solidification behavior of various industrial materials.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1998년도 봄 학술발표회 논문집
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• pp.357-364
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• 1998

• 한국산업융합학회 논문집
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• 제26권1호
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• pp.201-209
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• 2023

Recently, fiber-reinforced composites have been widely used in various industrials fields. In this study, the mechanical behavior, especially fracture behavior, of biomimetic fiber-reinforced composites subjected to pressure loading was analyzed using finite element analysis (FEA). The fiber alignments in the biomimetic composites formed a helicoidal structure, wherein a stacking sequence involved a gradual rotation of each ply in the multi-layered laminated composites. For comparison, cross-ply composite samples with fibers arranged at 0° and 90° were prepared and analyzed. In addition, the mechanical behavior was analyzed based on combinations of the stacking sequence of carbon-fiber composites and glass-fiber composites. The FEA results showed that, when compared with the cross-ply samples, the mechanical properties of the biomimetic composites were considerably improved under pressure loading, which was applied to one side of the composites. Thus, the biomimetic helicoidal structure significantly improved the mechanical properties of the composites. Placing materials having high elasticity and strength in the outermost layers (the layer of the side on which pressure was applied and the opposite side layer) of the composites also significantly contributed to improving the mechanical properties of the composites.

• 정보보호학회논문지
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• 제16권1호
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• pp.115-122
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• 2006

대부분의 침입탐지 방법은 알려진 침입 정보를 축적하고 임의의 행위 데이터에 대해 침입 여부를 결정하는 오용행위 탐지의 방법에 기반하고 있다. 그러나 생성된 공격행위 패턴은 새로운 공격 및 변형된 공격행위에 대응하는 방법에 어려움이 있다. 현실적으로 비정상행위 탐지기법의 높은 오탐을 고려하면, 대용량 순서기반 침입패턴은 알려진 공격에 대한 탐지와 함께 침입패턴의 유사도를 측정하는 방법의 보완을 통해 변형된 공격 및 새로운 공격에 대한 탐지의 가능성을 높이는 대책이 요구된다. 본 논문에서는 순서기반 침입패턴의 유사성 매칭을 위해 다중서열정렬 기법을 적용하는 방법을 제안한다. 그 기법은 침입패턴 서열의 통계적 분석을 가능하게 하고 구현이 용이하며, 서열 크기의 변경에 따라 공격에 대한 탐지 경보 및 오탐의 수를 줄이는 결과를 보였다.