• 한국디지털정책학회:학술대회논문집
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• 2006.12a
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• pp.237-255
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• 2006

국내 정부부처 및 지역자치단체에서 수행하고 있는 연구개발 프로젝트의 선정과 평가에 관한 연구는 광범위하게 이루어지고 있다. 그러나 각 정부 부처별로 실시하는 평가프로세스와 지표의 경우 부처별 특성과, 과제의 특성을 반영하기 위한 프로세스와 지표를 개별적으로 보유하고 있으나, 과제의 평가를 수행하는 조직의 규모나 지역적 특색을 반영하기 어렵다.본 연구는 C 지역의 테크노파크(TechnoPark) 사업자가 수행하는 지역 자치단체 중심 R&D 프로젝트의 특성과 지역적인 특색을 반영한 평가관리 시스템을 개발하고자 한다. 본 연구에서는 먼저 국내 출연연구기관 및 정부부처에서 수행하는 평가시스템의 특성을 파악하고, 각 기관에서의 평가프로세스와 평가지표들을 조사하여 공통적/개별적 특성을 분류하였다. 분류된 프로세스와 지표들과 C 지역의 지역/산업적 특색을 분석하고 C 지역에서 수행한 3년간의 모든 과제에 대한 분석을 수행하여 지역적인 특색을 반영한 평가프로세스와 지표를 도출하였다. 또한 연구개발 프로젝트의 선정평가를 위한 사전 기술성 평가를 위한 기술가치평가와, 프로젝트의 수행결과 이후 나타나는 부가적인 효과를 분석하기 위하여, 프로젝트단위의 균형성과지표를 적용하여 프로젝트의 사후/추적관리 방안을 제시하고자 한다.

• Proceedings of the IEEK Conference
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• 1998.10a
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• pp.35-38
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• 1998

In this paper we fabricated QMSAs for 850MHz band on the teflon substrate with $\varepsilon_1-2.6, $ $t=1.6mm(\pm0.08)(CGP-500).$ We measured the resonant frequency and the return loss with cutting the gap region between radiation patch and ground plate by a 5mm length step by step. As a result we found that the measured data was not so bad unlike other papers when the gap region was closer to zero, especially under 10mm.

• The Transactions of the Korean Institute of Power Electronics
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• v.20 no.2
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• pp.193-199
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• 2015

This paper proposes a regeneration braking algorithm for Brushless DC (BLDC) motor system. The unipolar switching method has a limitation about the regeneration braking when the BLDC motor is operated in the low speed region. The proposed algorithm alternatively utilizes the unipolar and bipolar switching method to implement the regeneration braking for overall speed range. The bipolar switching method is used when the BLDC motor is operated in the low speed region. The switching transition point is determined by analyzing the unipolar and bipolar switching during the regeneration braking. The effectiveness of proposed algorithm is verified by using the experimental results.

• Structural Engineering and Mechanics
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• v.17 no.3_4
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• pp.593-609
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• 2004

Peak response is a more suitable index than mean response in the light of structural safety. In this study, a controller optimization method is proposed to restrict peak responses of building structures subject to earthquake excitations, which are modeled as partially stationary stochastic process. The constraints are given with specified failure probabilities of peak responses. LQR is chosen to assure stability in numerical process of optimization. Optimization problem is formulated with weightings on controlled outputs as design variables and gradients of objective and constraint functions are derived. Full state feedback controllers designed by the proposed method satisfy various design objectives and output feedback controllers using LQG also yield similar results without significant performance deterioration.

• 한국정보디스플레이학회:학술대회논문집
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• 2003.07a
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• pp.698-700
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• 2003

LGP (Light-Guide Panel) of TFT-LCD Backligh/Frontlight is one of the major components which affect on the product quality of LCD. Since the brightness distribution of LGP is sensitive to the process error in manufacturing, the optical characteristics such as reflection and absorption of LGP pattern should be modeled including the process error. LGP is developed by using the fast and reliable design technology, which uses the concept of the inverse-design, makes the model on the characteristics of uncertainty in the manufacturing process, and designs the dispersion pattern analytically without try-and-error by using an artificial intelligence. The PEA(Process-Error-Adaptive) design gives the best solution in handling the process error. The offset of target in feedback system makes such the best pattern design possible that the brightness distribution is nearly same (more than 90%) with target in regardless of the miscellaneous errors in mass production. The present design method has been also applied to frontlight and multi-side-lamp(eg., four-side-four-lamp) backlight.

• Structural Engineering and Mechanics
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• v.18 no.6
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• pp.745-757
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• 2004

Lateral-torsional buckling moment resistances of I-shaped stepped beams with continuous lateral top-flange bracing under a single point load on the top flange and negative end moments were investigated. Stepped beam factors and a moment gradient correction factor suggested by Park et al. (2003, 2004) were used to develop new lateral buckling formula for beam designs. From the investigation of finite element analysis (FEA), new lateral buckling formula of beams with singly or doubly stepped member changes and with continuous lateral top-flange bracing subjected to a single point load on top flange and end moments were developed. The new design equation includes the length-to-height ratio factor to account for the increase of lateral-torsional buckling moment resistance as the increase of length-to-height ratio of stepped beams. The calculation examples for obtaining lateral-torsional buckling moment resistance using the new design equation indicate that engineers should easily determine the buckling capacity of the stepped beams.

• Structural Engineering and Mechanics
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• v.48 no.2
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• pp.275-289
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• 2013

The cross sections of multi-span beams are sometimes suddenly increased at the interior support of continuous beams to resist high negative moment. An earlier study on elastic lateral torsional buckling of stepped beams was conducted to propose new design equations. This research aims to continue the earlier study by considering the effect of inelastic buckling of stepped beams subjected to pure bending and general loading condition. A three-dimensional finite element-program ABAQUS and a statistical program MINITAB were used in the development of new design equations. The inelastic lateral torsional buckling strengths of 36 and 27 models for singly and doubly stepped beams, respectively, were investigated. The general loading condition consists of 15 loading cases based on the number of inflection point within the unbraced length of the stepped beams. The combined effects of residual stresses and geometrical imperfection were also considered to evaluate the inelastic buckling strengths. The proposed equations in this study will definitely improve current design methods for the inelastic lateral-torsional buckling of stepped beams and will increase efficiency in building and bridge design.

• Proceedings of the KIEE Conference
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• 2008.07a
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• pp.649-650
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• 2008

본 논문에서는 부하 변동에 따른 출력전압의 미세조정이 가능하며 정현적인 자속분포를 통한 출력전압 파형의 왜곡을 개선할 수 있는 하이브리드형 회전자를 갖는 새로운 동기발전기를 개발하였다. 개발된 동기발전기는 회전계자형으로서 영구자석과 계자권선을 함께 채용한 형태의 하이브리드형 회전자 구조를 가지고 있으며 전자기해석 툴을 이용한 시뮬레이션과 실험결과를 비교 분석하였다.

• Structural Engineering and Mechanics
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• v.60 no.5
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• pp.851-873
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• 2016

Helidecks are vital structures that act as a last exit in an emergency. They transport people and goods to and from ships and offshore plants. When designing the structure of a helideck, it is necessary to comply with loading conditions and design parameters specified in existing professional design standards and regulations. In the present study, finite element analysis (FEA) was conducted with regard to a steel helideck mounted on the upper deck of a ship considering the emergency landing of the helicopter. The superstructure and substructure were designed, and the influence of various design parameters was analyzed on the basis of the FEA results.

• Proceedings of the Zoological Society Korea Conference
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• 1999.04a
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• pp.53.2-53
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• 1999

No Abstract, See Full Text