• Proceedings of the Korea Information Processing Society Conference
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• 2000.10a
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• pp.219-222
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• 2000

본 논문에서는 미국 국립표준기술연구소의 AES 개발과제 추진일정 제 2라운드에서 선정된 다섯 개의 128비트 암호 알고리듬 중에서 RC6 암호 알고리듬에 대해 ALTERA FPGA를 사용하여 하드웨어로 구현한다. RC6 암호 알고리듬을 하드웨어로 구현하는 과정에서, 키 스케줄링을 포함한 경우와 포함하지 않는 경우에 대하여 각각의 모듈에 대한 구현 방법을 기술하고, 구현된 각각의 코어가 각각 5.37MHz와 5.18MHz로 동작하며, 22개의 클럭을 사용하여 암호/복호화가 완료됨을 보여준다.

• Proceedings of the Korea Information Processing Society Conference
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• 2017.11a
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• pp.1123-1126
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• 2017

최근 성인들 중에서도 취미로 가지고 노는 장난감 즉 '키덜트 장난감'의 관심도가 증가하는 추세이다. 그 중에서도 높은 매출 상승세를 보이는 RC카와 VR은 지속적으로 시장규모를 성장시키기 위해서 추가적인 콘텐츠가 필요하다고 판단된다. 그러므로 본 프로젝트는 두 아이템을 융합하여 차별적 콘텐츠가 있는 RC카 개발을 목표로 한다. VR기기 영상을 보면서 컨트롤러로 RC카를 조종하는 구성이며, 특징적인 콘텐츠로는 OpenCV 컴퓨터비전 알고리즘을 활용하여, 트랙내의 차선, 표지판 등을 인식하고 안전주행 점수를 평가하는 Score모드가 있다. 결론적으로 RC카와 VR을 동시 활용하는 것이 특징인 본 프로젝트는 높은 H/W 독립성, 확장성을 가지며, S/W적으로는 혼합현실적 요소를 체험할 수 있다. 나아가 사회적인 의미로 여러 세대가 함께하는 유익한 놀이 콘텐츠의 활성화를 기대할 수 있다.

• Proceedings of the Korea Concrete Institute Conference
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• 1997.04a
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• pp.508-514
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• 1997

RCS system consists of RC columns and Steel girders. Because RC columns are useful for compression and steel girders are for bending moment, RCS system has good structural performances. This system, however, has had no verification in the onstruction fields. This paper is a feasibility study on RCS system to verify the structural and economic efficiency of RCS system. On this study, we analyze 18 models selected by existing building data survey, and design these models as steel system,SRC system (Steel + RC system) and RCS system. To verify the economic efficiency of RCS system, we estimate the columns of these models. And we predict the construction procedure of RCS system to compare construction duration of RCS system with others So, in this study we find that RCS system is more economic than steel system and SRC system.

• Proceedings of the Korea Concrete Institute Conference
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• 2005.05a
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• pp.99-102
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• 2005

This paper presents test results on strengthening details of reinforced concrete beams strengthened with near-surface mounted(NSM) CFRP rod and strip. A total of 8 specimens have been tested. The specimens can be classified into the same strengthening area group and the different spacing group. For the same strengthening area group, experimental results revealed that specimens strengthened with NSM CFRP strips improved the flexural capacity of RC beams. For the different spacing group, the flexural capacity of RC beams was almost the same, but it was different in case of NSM CFRP rods.

• Proceedings of the Korea Concrete Institute Conference
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• 2005.05a
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• pp.251-254
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• 2005

A number of studies have been conducted on FRP shear strengthening of RC beams during the past decade. The test results indicated. that the strengthened specimens failed predominantly by debonding of the FRP sheets before reaching the rupture strength of FRP sheets. For this reason, limits on the effective strain in FRP have been incorporated in ACI 440.2R recommendation considering debonding failure. This paper presents the test results of 7 small scale RC beams shear-strengthened with glass fiber sheets. Three types of FRP configurations, such as two sides bonded, U wrap and fiber shear-key embedded, were considered. GFRP sheet were bonded vertically to member axis along the shear span. From the test results, it was found that debonding strain of GFRP sheets at failure decreased with the number of layers. In addition, effective strain of FRP proposed by ACI 440.2R recommendation has been verified in this study.

• Proceedings of the Korea Concrete Institute Conference
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• 2005.05a
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• pp.287-290
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• 2005

CFRP strips manufactured in factory are produced normally with smaller width and larger thickness than CFRP sheets. By this reason, bonding force between CFRP strips and concrete substrate is not sufficient to sustain tensile force in CFRP strips. Therefore premature debonding failure cannot be avoided when strengthening is done by simply bonding the CFRP strips. The flexural strength of RC beam strengthened with CFRP strips must be calculated based on the effective strain considering debonding failure. This paper presents test results of an experimental study conducted to evaluate the flexural strength on RC beams strengthened with CFRP strips. 7 specimens were tested with respect to bond length and amount of CFRP strips. From the test results, it was indicated that the strain of the CFRP strips achieved at debonding failure can be decreased less than 6,000$\mu$ depending on the amount of CFRP strips.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.568-573
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• 2010

본 논문에서는 압축하중 및 풍하중, 지진하중을 받는 RC (Reinforced Concrete) 빌딩 시공에 필요한 부재의 재료비를 최소화하기 위해 부재의 부피를 최소화하는 최적설계를 수행한다. 최적설계 수행을 위해 상용 PIDO (Process Integration and Design Optimization) 툴인 PIAnO (Process Integration, Automation and Optimization)에서 제공하는 다양한 설계기법들을 이용한다. 먼저 실험계획법을 사용하여 실험계획을 세우고, 실험점에 따라 범용 구조해석 프로그램인 MIDAS Gen을 사용하여 구조해석을 수행한다. 그리고 해석결과를 바탕으로 각 응답에 대한 근사모델을 생성한 후 근사모델과 최적화기법을 이용하여 최적설계를 수행하고, 제한조건을 만족하면서 부재의 부피를 최소화함으로써 제안된 설계방법의 유효성을 보인다.

• Proceedings of the Korea Concrete Institute Conference
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• 2004.11a
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• pp.469-472
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• 2004

This paper presents test results to prevent debonding failure of reinforced concrete beams strengthened with near-surface mounted(NSM) CFRP. Beams strengthened with different strengthening systems with externally bonded CFRP, NSM CFRP and NSM CFRP with mechanical interlocking. Test results indicated that using NSM CFRP is improved the stiffness and increased the flexural capacity of RC beams and NSM CFRP with mechanical interlocking prevented debonding failure of RC beams.

• Journal of the Korea institute for structural maintenance and inspection
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• v.6 no.4
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• pp.107-118
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• 2002

The purpose of this study is to investigate the strengthening effect of RC beams with carbon fiber grid. Carbon fiber grid that is very lightweight and stronger than steel reinforcement does not rust or corrode and has a very high resistance to salt. In this study, five real size specimens which are strengthened with different types of carbon fiber grid are tested. With the results of this tests, we found the physical and mechanical properties of carbon fiber grid and polymer mortar which are used to strengthen the damaged or cracked reinforcement concrete beams. we also investigate the strengthening effect of carbon fiber grid on the five flexural test specimens that have cracks.

• Journal of the Korea institute for structural maintenance and inspection
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• v.11 no.3
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• pp.105-115
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• 2007

Repair and Reinforcement are subjected change to increasing of remodelling. The usage of carbon fiber sheets is increasing for the strengthening of reinforce concrete structures. Therefore experimental and analytical studies are carry out to investigate the flexural behaviors of the strengthened RC structures by the external bonding of the new reinforcement method. Also the aim of this study is to investigate reinforcing method of FRP panel deal with fatigue loading through experiments.