• Journal of the Korea institute for structural maintenance and inspection
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• v.19 no.2
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• pp.160-169
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• 2015

In this study, experimental research was carried out to improve the seismic performance of reinforced concrete exterior beam-column joint regions using replacing recycled coarse aggregate with hybrid fiber (steel fiber+PVA fiber) in existing reinforced concrete building. Therefore it was constructed and tested seven specimens retrofitting the beam-column joint regions using such retrofitting materials. Specimens, designed by retrofitting the beam-column joint regions of reinforced concrete building, were showed the stable failure mode and increase of load-carrying capacity due to the effect of crack control at the times of initial loading and bridge of retrofitting hybrid fiber during testing. Specimens BCJGPSR series, designed by the retrofitting of replacing recycled coarse aggregate with hybrid fiber in reinforecd beam-column joint regions were increased its maximum load carrying capacity by 1.01~1.04 times and its energy dissipation capacity by 1.06~1.29 times in comparison with standard specimen BCJS. Also, specimen $BCJGPSR_1$ were increased its energy dissipation capacity by 1.33~1.65 times in comparison with specimens BCJS, BCJP and BCJGPR series for a displacement ductility of 9.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2002.05a
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• pp.318-321
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• 2002

A static var compensator using hybrid cascade 5-level PWM inverter is presented for high voltage/high power applications. The proposed system is modelled by circuit DQ transformation, and thus an equivalent circuit is obtained which reveals the important characteristics of the system and lead to the related equations. The proposed system has advantages of hybrid structure which enhances the better utilization of power semiconductor switches, that is, both high power-low frequency switch, GTO and low power-high frequency switch, IGBT can be used in the same circuit. In this paper, circuit structure and characteristics is presented and the validity of the characteristics analysis is shown through PSIM simulation.

• Journal of the Korea Concrete Institute
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• v.27 no.3
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• pp.283-290
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• 2015

This paper proposes a method for predicting flexural strength of hybrid steel fiber-reinforced ultra-high strength concrete beams. It includes an experimental test framework and associated numerical analyses. The experimental program includes flexural test results of hybrid steel fiber-reinforced ultra-high strength concrete beams with steel fiber content of 1.5% by volume. Tensile softening characteristics play an important role in the structural behavior of steel fiber-reinforced ultra high performance concrete. Tension softening modeling is carried out by using crack equation based on fictitious crack and inverse analysis in which load-crack mouth opening displacement relationship is considered. The comparison of moment-curvature curves of the numerical analysis results with the test results shows a reasonable agreement. Therefore, the numerical results confirms that good prediction of flexural behavior of steel fiber-reinforced ultra high strength concrete beams can be achieved by employing the proposed method.

• Journal of the Korea Concrete Institute
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• v.29 no.3
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• pp.291-298
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• 2017

The objective of the present study is to evaluate the cyclic flexural behavior of a hybrid H-steel-reinforced concrete (HSRC) beam at the connection with a H-steel column. The test parameter investigated was the configuration of dowel bars at the joint region of the HSRC beam. The HSRC beam was designed to have plastic hinge at the end of the H-steel beam rather than the RC beam section near the joint. All specimens showed a considerable ductile behavior without a sudden drop of th applied load, resulting in the displacement ductility ratio exceeding 4.6, although an unexpected premature welding failure occurred at the flanges of H-steel beams connecting to H-steel column. The crack propagation in the RC beam region, flexural strength, and ductility of HSRC beam system were insignificantly affected by the configuration of dowel bars. The flexural strength of HSRC beam system governed by the yielding of H-steel beam could be conservatively evaluated from the assumption of a perfect plasticity state along the section.

• Journal of Korean Society of Steel Construction
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• v.28 no.2
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• pp.109-120
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• 2016

Flexural tests of full-scale concrete-filled U-shape hybrid composite beams were conducted. Ordinary (SS400) and high-strength (SM570) steel plates were used in the web and in the bottom flange of U-shape steel section respectively. The primary objectives were to develop the hybrid section configuration with maximized flexural capacity and to investigate its flexural strength and deformation capacity. All the hybrid test specimens in this study exhibited the plastic moment capacity and resonable deformability. It is shown that the plastic stress distribution can be assumed in calculating the flexural strength of the proposed hybrid composite beams if the plastic neural axis is located within 15% of the total beam depth from the top of the composite slab. The procedure for computing the effective flexural stiffness of hybrid composite beams is also recommended based on test results.

• Proceedings of the Korean Vacuum Society Conference
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• 2014.02a
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• pp.177.1-177.1
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• 2014

단일벽 탄소나노튜브(single-wall carbon nanotube)와 그래핀(graphene)과 같은 저차원 구조의 탄소물질은 우수한 기계적, 전기적, 열적 광학적 특성으로 인해 투명하고 유연한 차세대 전자소자로의 응용(투명전극, 투명트랜지스터, 투명센서 등)을 위한 연구가 활발히 진행되고 있다. 본 연구에서는 단일벽 탄소나노튜브와 단일층 그래핀을 이용한 하이브리드 박막을 제작하여 투명전극(transparent electrode)과 전계효과 트랜지스터(field effect transistors)로의 응용 가능성을 연구하였다. 하이브리드 박막의 제작은 간단한 방법으로 단일벽 탄소나노튜브가 스핀 코팅된 구리 호일 위에 열 화학기상증착법(thermal chemical vapor deposition)을 통해 제작 하였다. 제작 과정 중 탄소나노튜브의 스핀코팅 조건을 최적화하여 하이브리드 박막에서 탄소나노 튜브의 밀도와 정렬을 제어하였으며 하이브리드 박막 제작 후 스핀 코팅 방향에 따른 박막의 저항을 측정하여 단일벽 탄소나노튜브의 코팅 방향에 따라 박막의 저항이 달라지는 모습을 확인할 수 있었다. 하이브리드 박막의 투명전극 특성을 확인 한 결과 $300{\Omega}/sq$의 면저항에 96.4%의 우수한 투과도를 보이는 것을 확인 할 수 있었다. 또한 하이브리드 박막은 CVD 그래핀과 비교하여 향상된 와 on-state current를 보이는 것을 확인 할 수 있었다. 우리는 단일벽 탄소나노튜와 단일층 그래핀으로 이루어진 하이브리드 박막이 앞으로의 투명하고 유연한 소자제작 연구에 있어 새로운 투명 전극 및, 트랜지스터 제작 방법을 제시 할 수 있을 것이다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2009.04a
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• pp.433-436
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• 2009

본 연구에서는 준능동 TMD(STMD)가 설치된 초고층건물의 풍응답을 효과적으로 저감시키기 위한 퍼지 하이브리드제어기법을 제안하였다. 이를 위하여 STMD의 응답저감에 우수한 성능을 보이는 스카이훅(skyhook) 제어기와 구조물의 응답저감에 뛰어난 그라운드훅(groundhook) 제어알고리즘을 사용하였다. 본 연구에서는 두 제어기를 적절히 조합하기 위하여 최적의 가중치를 실시간으로 결정하는 퍼지 하이브리드제어기를 개발함으로써 일반적인 가중합방식의 하이브리드 제어기법의 성능을 개선하였다. 제안된 제어기의 성능을 검토하기 위하여 풍하중을 받는 76층 사무소 건물을 예제구조물로 사용하였다. MR 감쇠기를 이용하여 STMD를 구성하였고 STMD의 제어성능을 평가하기 위하여 TMD 및 ATMD의 성능과 비교하였다. 수치해석을 통하여 STMD의 제어성능이 TMD에 비하여 월등히 뛰어남을 확인할 수 있었다. 또한 퍼지 하이브리드 제어기법을 사용하면 스카이훅 및 그라운드훅 제어기를 효과적으로 조합하여 STMD와 건물의 응답을 동시에 줄일 수 있음을 확인하였다.

• Information and Communications Magazine
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• v.30 no.5
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• pp.37-42
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• 2013

오늘날의 TV 시청형태는 TV를 통해 본방송을 시청하기도 하지만 인터넷을 통해 TV 프로그램을 다운로드해서 보는 비율도 점차 높아지고 있다. 이제는 많이 알려진 IPTV나 스마트TV도 TV 프로그램을 언제든 손쉽게 접근해서 보는 기능이 우선시 되고 있다. 이런 측면에서 지상파 방송사도 방송과 인터넷을 하나로 묶어 온디맨드 콘텐츠 서비스는 물론 TV 프로그램 관련 정보를 제공하는 하이브리드 TV 서비스를 미룰수 없는 실정이다. 본고에서는 국내 하이브리드 TV 서비스인 OHTV(Open Hybrid TV) 서비스와 표준 기술에 대해 알아보고, 서비스를 확장하는데 필요한 기술들의 발전 방향을 전망해 보고자 한다.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.509-510
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• 2009

In strengthening reinforced concrete beams using fiber reinforced polymer sheets, brittle structural failures occur due to the linear stress-strain relationship of the fibers. Hybrid fiber reinforced polymer sheets using two different types of fibers were investigated in this study

• Journal of the Korea Concrete Institute
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• v.20 no.2
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• pp.239-247
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• 2008

Use of both carbon fiber (CF) and glass fiber (GF) at the same time to strengthen existing flexural members was exploited. Using a proper volumetric GF / CF ratio, the CF can rupture first followed by subsequent rupture of GF at higher stress and strain showing a pseudo-ductile behavior. A theoretical study indicated that the ratio is 4.62 : 1 and higher where the pseudoductile effect can be shown. Flexural tests of plain concrete beams strengthened using fibers were first carried out. Hybrid FRP sheet using 8.8 : 1 ratio was then fabricated and the sheet was used to strengthen reinforced concrete beams. The RC beams strengthened using 1-ply and 2-ply hybrid sheets both revealed increased strength over a non-strengthened beam and ductile flexural behavior. A comparable beam strengthened using CF also showed increased strength but with limited ductility.