• 한국언어정보학회지:언어와정보
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• 제12권1호
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• pp.1-26
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• 2008

This paper proposes a dynamic approach to anaphoric resolution in conjunction phrases, in terms of Discourse Representation Theory. Unlike Kamp, van Genabith, and Reyle (forthcomming)'s analysis, it proposes two different types of discourse representation structures for conjunction phrases; one for coordinate phrases such as and conjunction phrases and the other one for subordination conjunction phrases such as when subordination phrases. Following Chung (1992), Chung (2004), every element is processed in the order of occurrence and conjunction operators in a non-sentence-initial position cause the ongoing DR to split in two with the same index. DRS conditions and accessibility are accordingly modified so that DRs for conjunction clauses can be accessible from DRs for main clauses.

• 한국지능시스템학회논문지
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• 제25권3호
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• pp.203-209
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• 2015

본 논문은 건설협력업체의 핵심역량 대하여 일반회귀분석과 퍼지회귀분석을 실시하였다. 이것은 핵심역량이 건설협력업체의 등급에 어느 정도 영향을 주는 지에 대하여 두 종류의 회귀분석으로 확인하기 위한 것이다. 건설협력업체 평가등급에 대한 일반회귀분석 결과에서 건설협력업체의 등급결정에 영향을 주는 핵심역량은 경영과 업체기여도 임을 알 수 있다. 건설협력업체 평가등급에 대한 퍼지회귀분석은 Min, Max, Conjunction 중에서 Min, Conjunction 문제는 100%의 신뢰성이 있어 활용이 가능함을 알 수 있었다. 이상으로부터 일반회귀분석은 종속변수인 건설협력업체의 평가등급에 영향을 주는 핵심역량의 파악이 가능하며, 퍼지회귀분석은 주어진 퍼지출력데이터를 완전히 포함하던지 걸쳐지던지 한 점에 일치하는 건설협력업체 평가등급의 추정치를 보여 주고 있다는 것을 알 수 있다.

• 한국항공우주학회지
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• 제40권1호
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• pp.78-85
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• 2012

우주파편이란 지구궤도에 있는 인간이 만든 물체 중 더 이상 유용한 목적으로 사용할 수 없는 물체를 말한다. 우주파편은 1957년 인류가 우주에 위성을 보내기 시작한 이후로 그 숫자가 증가하고 있으며, 현재 미 전략사령부(USSTRATCOM, United States Strategic Command)에 의하면 10cm 이상의 우주파편이 15,000개 이상이라고 알려지고 있다. 최근에는 중국이 자국의 위성을 미사일로 요격시킨 사건과 미국 Iridium 33 위성 및 러시아 Cosmos 2251 위성이 우주상공에서 서로 충돌한 사건이 발생함에 따라 아리랑 2호가 운영중인 저궤도에서의 우주파편 환경이 나빠졌다. 본 논문에서는 우주파편이 아리랑 2호에 근접하는 회수 및 최소근접거리에 따른 최대충돌확률의 분포를 분석하였다. 특히 아리랑 2호와 충돌할 가능성이 있는 우주파편을 식별 및 분석하여 해당 우주파편을 지속적으로 감시 할 수 있게 하였다.

• 항공우주기술
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• 제13권1호
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• pp.142-152
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• 2014

본 논문에서는 JSpOC에서 제공하는 CSM을 이용하여 아리랑 위성과 천리안 위성의 접근상황을 연도별, 위성별로 분석하였으며, 동일한 접근상황에서 다수의 CSM이 존재할 경우 최소근접거리를 기준으로 CSM의 일관성을 분석하였다. 그리고 한반도에 가상의 레이더 시스템이 존재할 경우 CSM에 포함된 물체에 대한 관측시간과 빈도를 계산하였으며, 이를 통해 한반도의 우주파편 관측을 위한 레이더 시스템의 효용성을 분석하였다. 나아가 해외 레이더 시스템의 운용 현황과 상세 규격을 파악하여 우리나라에서 필요한 적절한 수준의 레이더 시스템의 요구조건을 수립하고, 이를 만족하기 위한 레이더 파라미터를 설계하였다.

• Structural Engineering and Mechanics
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• 제3권6호
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• pp.529-539
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• 1995

The rigid-plastic yield-line analysis of isotropically reinforced concrete slabs acting in conjunction with torsionally weak supporting beams is developed as the lower-bound form of a linear programming formulation. The analysis is extended to consider geometric variation of chosen yield-line patterns by the technique of sequential linear programming. A strategy is followed of using a fine potential yield-line mesh to identify possible collapse modes, followed by analysis using a coarser, simplified mesh to refine the investigation and for use in conjunction with geometric optimization of the yield-line system. The method is shown to be effective for the analysis of three slabs of varying complexity. The modes detected by the fine and simplified analyses are not always similar but close agreement in load factors has been consistently obtained.

• Journal of Magnetics
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• 제19권4호
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• pp.353-356
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• 2014

The aim of the present study was to examine whether mental practice (MP) in conjunction with repetitive transcranial magnetic stimulation (rTMS) can improve the upper limb function of sub-acute stroke patients. This study was conducted with 32 subjects who were diagnosed with hemiparesis by stroke. The experimental group consisted of 16 members upon each of whom was performed MP in conjunction with rTMS, whreas the control group consisted of 16 members upon each of whom was performed MP and sham rTMS. Both groups received traditional physical therapy for 30 minutes a day, 5 days a week, for 6 weeks; additionally, they received mental practice for 15 minutes a day. The experimental group was instructed to perform rTMS, and the control group was instructed to apply sham rTMS for 15 minutes. A motor cortex excitability analysis was performed by motor evoked potentials (MEPs), and upper limb function was evaluated by Fugl-Meyer Assessment (FMA) and the Box and Block test (BBT). Results showed that the amplitude, latency, FMA, and BBT of the experimental group and the latency, FMA, and BBT of the control group were significantly improved after the experiment (p<0.05). Significant differences were found between the groups in amplitude and latency after the experiment (p<0.05). The results showed that MP in conjunction with rTMS is more effective in improving upper limb function than MP alone.

• Journal of Magnetics
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• 제19권2호
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• pp.181-184
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• 2014

The aim of the present study was to examine whether motor imagery (MI) practice in conjunction with repetitive transcranial magnetic stimulation (rTMS) applied to stroke patients could improve theirgait ability. This study was conducted with 29 subjects diagnosed with hemiparesis due to stroke.The experimental group consisted of 15 members who were performed MI practice in conjunction with repetitive transcranial magnetic stimulation, while the control group consisted of 14 members who were performed MI practice and sham therapy. Both groups received traditional physical therapy for 30 minutes a day, 5 days a week, for 6 weeks; additionally, they received mental practice for 15 minutes. The experimental group was instructed to perform rTMS and the control group was instructed to apply sham stimulation for 15 minutes. Gait analysis was performed using a three-dimensional motion capture system, which is a real-time tracking device that delivers data via infrared reflective markers using six cameras. Results showed that the velocity, step length, and cadence of both groups were significantly improved after the practice (p<0.05). Significant differences were found between the groups in velocity and cadence (p<0.05) as well as with respect to the change rate (p<0.05) after practice. The results showed that MI practice in conjunction with rTMS is more effective in improving gait ability than MI practice alone.

• Structural Engineering and Mechanics
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• 제66권1호
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• pp.27-36
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• 2018

The objective of this work is to analyze geometrically nonlinear static analysis a simply supported laminated composite beam subjected to a non-follower transversal point load at the midpoint of the beam. In the nonlinear model of the laminated beam, total Lagrangian finite element model of is used in conjunction with the Timoshenko beam theory. The considered non-linear problem is solved considering full geometric non-linearity by using incremental displacement-based finite element method in conjunction with Newton-Raphson iteration method. There is no restriction on the magnitudes of deflections and rotations in contradistinction to von-Karman strain displacement relations of the beam. In the numerical results, the effects of the fiber orientation angles and the stacking sequence of laminates on the nonlinear deflections and stresses of the composite laminated beam are examined and discussed. Convergence study is performed. Also, the difference between the geometrically linear and nonlinear analysis of laminated beam is investigated in detail.

• Structural Engineering and Mechanics
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• 제38권6호
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• pp.825-847
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• 2011

This paper investigates the design using wind-moment method for semi-rigid un-braced steel frames bending on weak axis. A limiting sway method has been proposed to reduce the frame sway. Allowance for steel section optimization between moment of inertia on minor axis column and major axis beam was used in conjunction with slope-deflection analysis to derive equations for optimum design in the proposed method. A series of un-braced steel frames comprised of two, four, and six bays ranging in height of two and four storey were studied on minor axis framing. The frames were designed for minimum gravity load in conjunction with maximum wind load and vice-versa. The accuracy of the design equation was found to be in good agreement with linear elastic computer analysis up to second order analysis. The study concluded that the adoption of wind-moment method and the proposed limiting sway method for semi-rigid steel frame bending on weak axis should be restricted to low-rise frames not more than four storey.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2012년도 춘계학술대회 논문집
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• pp.647-648
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• 2012