• Proceedings of the Korean Information Science Society Conference
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• 2004.04b
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• pp.733-735
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• 2004

이 논문은 한 대의 카메라에서 얻은 일련의 영상을 해석하여 단순한 2차원의 영상을 3차원물체로 복원하는 방법에 대해 설명을 한다. 이러한 3차원 복원 방법은 카메라 내부 변수가 동일하다는 가정을 이용하여 별도의 캘리브레이션 작업 없이 한 대의 카메라로부터 얻은 여러 장의 영상을 이용한다. 이 논문에서 제안한 방법은 내부 변수 중 카메라 행렬의 단순화와 사영 기하를 이용한 것이다 이 방법은 실제 비디오 프레임에 가상의 그래픽 모델을 더하는 AR (Augmented reality) 분야에 특히 유용하다 이 논문에서의 실험은 실제 여러 비디오 스트림 데이터를 바탕으로 수행되었고, 하나의 카메라를 사용한 동영상에서 3차원 구조로 복원하는 실험 결과는 시스템의 유용성을 보여준다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.2
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• pp.181-190
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• 2005

The objective of this work is to study the flexural strengthening effectiveness of Carbon Fiber Mesh (CFM) in reinforced concrete beams. Flexural strengthening for a simply supported reinforced concrete (RC) beam using CFM is developed by bonding CFM to the soffit of the beam. In this experimental program, five medium-sized reinforced concrete beams strengthened with CFM are tested in bending to evaluate reinforcing effects of the CFM. The beams are designed to have high shear capacity so that expected dominant failure mode of specimens is bending. The reinforcing effect of CFM is small at crack initiation, but is considerable in flexural rigidity of the beam after crack initiation. In comparing the behaviors of strengthened and virgin beams each other, it is shown that the strength of RC beams can be enhanced by attaching CFM. A fairly good agreement between the measured values and the calculated ones is obtained at both the cracking strength and yield strength of the strengthened beams.

• Proceedings of the KAIS Fall Conference
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• 2007.05a
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• pp.216-219
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• 2007

본 논문에서는 영상 인식을 위해 그레이 레벨로 획득된 영상을 이진화할 때 발생되어 패턴의 윤곽선을 울퉁불퉁하게 만드는 랜덤 노이즈를 제거하기 위한 방법으로 체인 코드 트리밍(chain code trimming) 을 제안한다. 제안된 방법은 패턴의 외부 윤곽선과 내부 윤곽선의 체인 코드 분석을 통해 랜텀 노이즈의 체인 코드를 제거, 교정함으로서 이루어진다. 실험에서는 트리밍을 사용하기전과, 단순 트리밍을 한 경우, 체인 코드 트리밍을 한 경우를 서로 바로, 분석한다. 실험 결과는 패턴에 첨부되었던 랜덤 노이즈가 모두 성공리에 제거된 것을 보인다.

• Proceedings of the Korean Institute of Intelligent Systems Conference
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• 1997.10a
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• pp.83-86
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• 1997

우리는 자연계에서 새나 어류가 무리지어서 다니는 특이한 모습을 볼 수 있다. 본 논문을 복수 에이전트 모빌 로봇을 이용하여 이들이 효율적인 전략적 규칙으로부터 이런 복잡한 행동의 결과를 나타낼 수 있음을 보여준다. 모의 실험된 무리는 분산된 행동 모델로 구현되었으며 각각의 모빌 로봇간의 상대적으로 단순한 상호작용의 결과이다. 또한 여기서 모의 실험된 각각의 모빌 로봇은 동적인 환경을 감지함에 따라 움직이는 독립된 개체로서 자신의 움직임을 결정한다.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.47-48
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• 2010

In this study, simple beam tests proposed by Ichinose were performed to estimate the bond performance of reinforced concrete beams using electric arc furnace slag aggregates. As results of the test, the specimens with the electric arc furnace oxidizing slag aggregates showed higher bond capacity as compared to the one with natural aggregates.

• Journal of Korean Society of Steel Construction
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• v.10 no.2 s.35
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• pp.211-219
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• 1998

The objective of this study is to investigate the structural behavior of Concrete-Filled Tubular Column H-Beam End-Plate Connections with Penetrated HT-Bolts under monotonic load. Simple bending tests are carried out with 5 kinds of specimens including beam specimen. The parameters of these tests are the thickness (T=22, 26. 30mm) of End-plates and the diameter (M=20, 22mm) of bolts. From the tests, the increasing values of yielding strength and initial stiffness of each specimen were gained as the thickness of End-plates and diameter of bolts are increasing. And the application of Bjorhovde et al and Eurocode 3 classification method by non-dimensional moment-rotation curves to the connections showed that all of them are included in rigid region as far as initial stiffness is concerned and all of them are also rigid as far as ultimate strength.

• The Journal of Korean Association of Computer Education
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• v.11 no.4
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• pp.85-93
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• 2008

This paper proposes a method for generating low-level geometric models with retaining salient features during decimation. Our method employs feature extraction technique for extracting feature lines defined via curvature derivatives on the model (we divide features into ridges and valleys). We add the extraction method to simplification technique (Feature Quadric Error Metric) for making coarse model with features. This paper clearly shows that experimental results have better quality and smaller geometric error than previous methods.

• Annual Conference of KIPS
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• 2016.10a
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• pp.562-565
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• 2016

첨단 과학 장비를 이용한 시뮬레이션의 결과로 데이터의 정확도 및 정밀도가 향상되어 대용량의 이차원 배열 데이터가 생성되고 있다. 대용량의 이차원 배열 데이터에서 유사 구역 (similar region)을 찾아내는 것은 매우 의미 있는 일이다. 따라서 본 논문에서는 대용량의 이차원 배열데이터에서 유사 구역을 찾는 단순 방법(naïve method)과 효율적으로 탐색할 수 있는 알고리즘을 제안한다. 또한 단순 방법과 제안 알고리즘의 시간 복잡도(time complexity)를 분석하고 실험을 통해 제안 방법이 단순 방법보다 더 빠르게 처리함을 보인다.

• Journal of Korean Society of Steel Construction
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• v.14 no.4
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• pp.481-487
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• 2002

Currently, the load transfer's mechanism from a beam to a column has yet to ve clarified in a concrete filled steel tubular (CFT) structure with a connection type of an exterior diaphragm. The loads for each floor are transferred to the concrete core from a steel beam through ha contacted face between an in-filled concrete and the interior surface of a steel tube. Thus, a Push-Out test was performed to investigate the load transfer mechanism. A total of 30 samples were tested to confirm the bond stress and/or axial load distribution between a steel tube and in-filled concrete for CFT column. The main parameters considered for this study included concrete type, steel tube-shape/length, and the effect of a weld joint wit ha backing strip for a column splice. Test results were summarized to confirm load transfer behavior between a concrete and steel tube for each experimental parameter, using the analytical approach to verify experimental results.

• Journal of the Korea Concrete Institute
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• v.28 no.1
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• pp.13-21
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• 2016

A hybrid precast concrete beam system with a simple rigid connection was proposed to compensate the limitations and shortcomings of the conventional bolt connection associated with the H-beams embedded into concrete beams. Three beam specimens with fixed both ends were tested under one-point top cyclic loading to explore the effectiveness of the developed hybrid beam system in transferring externally applied flexure to a column. The main parameter considered was the length ($L_s$) of H-beam, which was selected to be $0.25L_I$, $0.5L_I$, and $1.0L_I$, where $L_I$ is the distance from the support to the point of inflection. All beam specimens showed a better displacement ductility ratio than the reinforced concrete beams with the same longitudinal reinforcement index, indicating that the cyclic load-deflection curve and ductility were insignificantly affected by $L_s$. The continuous strain distribution along the beam length and the prediction of the ultimate load based on the collapse mechanism ascertained the structural adequacy of the developed rigid connection.