• Journal of the Korea Academia-Industrial cooperation Society
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• v.11 no.3
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• pp.835-840
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• 2010

This study develops a variable structure controller using nonlinear surface instead of the fixed, which has been the robustness against parameter variations and extraneous disturbance during the reaching phase. reaching time of the system trajectory is faster than the fixed method. This proposed scheme has better performance than the conventional method in reaching time, parameter variation and extraneous disturbance. The effectiveness of the proposed control scheme is verified by simulation results.

• Proceedings of the KIPE Conference
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• 2019.07a
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• pp.297-298
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• 2019

본 논문에서는 인덕터와 커패시터(LC)를 이용한 새로운 전압 밸런서(VB)를 제안한다. 제안한 VB는 하프-브리지 및 Neutral-Point-Clamped 구조처럼 이중 출력을 가진 Dual-Active-Bridge (DAB) 컨버터에 적용될 수 있다. 제안한 VB는 추가적인 스위칭 소자를 사용하지 않더라도 출력 부하 조건에 관계없이 출력 전압 평형을 유지할 수 있다. 제안한 VB를 사용할 때, 변압기와 출력의 중성점 사이에 LC가 추가되지만, 컨버터의 PWM 방식과 동작은 기존과 대부분 동일하다. 따라서, 제안한 VB를 사용하는 이중 출력 DAB 컨버터는 기존 이중 출력 DAB 컨버터의 장점을 대부분 유지한 상태로 출력 전압 평형을 달성할 수 있다. 3 kW 시제품을 제작하여 제안한 VB의 성능을 검증하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2023.05a
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• pp.516-516
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• 2023

하천 만곡부 외곽 하안부의 빠른 유속은 침식을 유발하고 내측의 느린 유속은 토사 퇴적의 원인이 된다. 이는 하천 지형을 지속적으로 변화시키는 원인이 되고 나아가 하천 주변의 환경뿐만 아니라 안정성에도 문제를 일으킨다. 하천의 안정성과 수생태계 보존을 위해서는 수제와 같은 인공 구조물을 설치하여 하도의 안정을 유지할 수 있다. 수제는 후류에 느린 유속을 발생시켜 침식을 예방하고 제방과 하안을 보호한다. 그러나 수제 주변에서 발생하는 강한 와류는 국부 세굴을 유발하여 구조물의 안정성을 저해하기도 한다. 본 연구에서는 이동상 수리실험을 통해 수제 주변에서 발생하는 국부 세굴 및 후류에서의 하상 변동을 측정하였다. 수리실험은 길이 10 m, 폭 0.44 m, 높이 0.59 m인 수로에서 D50 = 2.98 mm인 모래를 사용하였고 하상변동은 하상이 평형상태에 이르렀을 때 물의 흐름을 멈추고 측정하였다. 실험 결과를 바탕으로 평형상태의 하상변동과 시간 변화에 따른 세굴심 변화를 도출하였다.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.16 no.2 s.93
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• pp.161-166
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• 2005

The synthesis procedure of Marchand balun using planar coupled-line is presented. The design limitations of this type of balun have been described before its synthesis procedure. The balun has equi-ripple passband responses and balanced output without fourth balanced transmission line which is difficult to implement with conventional planar topology. As an example, 2:1 Marchand balun is designed and its momentum simulation result show good verification fur this methodology.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.16 no.1
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• pp.87-94
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• 2003

A geometric non-linear finite element formulation of CRTS reflector subjected to displacement loads, corresponding to the successional assembly steps of the reflector, is presented in order to determine the initial static equilibrium state based on the displacement incremental method. Parametric analyses of the influence of cables and mechanical properties of the reflector on the shape error between reference and equilibrium surfaces have been studied. These results of the present study are compared with the others using Galerkin mothod and NASS 98 program to demonstrate the feasibility.

• Proceedings of the Korean Society of Fisheries Technology Conference
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• 2000.05a
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• pp.385-386
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• 2000

어류의 아가미는 호흡, 삼투조절, 질소 노폐물의 배설과 산, 염기의 평형 조절을 담당하는 기관이다. 특히 아가미는 좌운 4쌍의 새궁으로 구성되며, 각각에서 여러 개의 새엽이 그리고 각각의 새엽으로부터 좌우로 새판이 돌출된 구조로 호흡상피의 표면이 확장된 구조적 특징을 갖는다. 이 호홉층판구조가 직접 그리고 계속해서 서식수의 흐름과 맞닿게 되므로 서식수의 변화에 의해 영향을 받게 되어 빠른 세포의 재생율을 가진도고 알려져 있다.(중략)

• KDI Journal of Economic Policy
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• v.36 no.2
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• pp.103-136
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• 2014

The covered interest rate parity condition (CIRP) has been widely used in open macroeconomic analysis, risk management, exchange rate forecasts, and so forth. Due to the recent global financial crises, there have been remarkable changes in the financial markets of the emerging markets. These changes possibly influenced the dynamics of the covered interest rate parity condition. In this paper, we investigate whether the CIRP dynamics has changed, and what is the nature of the regime changes. To do this, we propose and estimate multiple-state Markov regime switching models using a Bayesian MCMC method. Our estimation results indicate that the default risk or the deviation from the CIRP has been decreased after the crisis. It seems to be associated with the more active interaction between the short-term bond market and the short-term foreign exchange market than before. The tightened relation of these two financial markets is caused by the arbitrage transaction of foreign investors.

• Journal of Korean Association for Spatial Structures
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• v.7 no.3 s.25
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• pp.57-66
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• 2007

The membrane structures, a kind of lightweight soft structural system, are used for spatial structures. The material property of the membrane has strong axial stiffness, but little bending stiffness. The design procedure of membrane structures are needed to do shape finding, stress-deformation analysis and cutting pattern generation. In shape finding, membrane structures are unstable structures initially. These soft structures need to be introduced initial stresses because of its initial unstable state, and happen large deformation phenomenon. Therefore, in this paper, we investigate the convergence of solution and the speed according to the control variables and the method of shape analysis.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.17 no.5 s.108
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• pp.483-489
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• 2006

In this paper, new wideband lens amplifiers are proposed for C-band wireless communication service. In order to obtain the wideband property, all components of the proposed lens amplifiers are designed with balanced structure and wideband characteristics. Fat dipole antenna as the input and output antenna, balanced amplifier as amplifying components, and coplanar stripline(CPS) as the delay line fer the beam focusing are used fur composing the stable wideband lens amplifier. The $5{\times}5$ 2D lens amplifier has the characteristics that the absolute gain is 7.5 dB, the EIPG is 37.4 dB at 6 GHz, and the 3-dB gain bandwidth is 19.8 %.

• Journal of the Society of Naval Architects of Korea
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• v.29 no.4
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• pp.227-233
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• 1992

To study the large displacement and large rotation problems, geometrically nonlinear formulation of eccentric degenerated beam element has been developed, where the restrictions of infinitesimal rotation increments are removed and the incremental equations are derived using the Taylor series expansion of the displacement function at time t+dt. The geometrically nonlinear analyses are carried out for the cases of cantilever, square frame, shallow arch and 45-degree bend beam and all of them are compared with each of the other results published. The element developed in the present research can be efficiently utilized for analysis of the nonlinear behaviours of structures when displacements and rotations are large.