• 한국광학회지
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• 제13권1호
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• pp.79-83
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• 2002

회전항을 첨가한 임의 위상판(random phase mask; RPM)을 이용하여 광학상 암호화 장치의 암호화수준을 향상시키는 방법을 제시하였다. 이중 임의 위상판으로 암호화된 광학상은 광굴절 LiNbO$_3$:Fe 결정에 기록되고 위상공액파를 이용하여 재생하였으며, 세기변조 함수를 이용하여 아날로그 입력상에 대한 암호화 수준을 분석하였다.

• 한국전자파학회:학술대회논문집
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• 한국전자파학회 2001년도 종합학술발표회 논문집 Vol.11 No.1
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• pp.96-100
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• 2001

본 논문에서는 skeleton slot 복사기를 이용하여 GSM 900과 GSM 1800에서 사용할 수 있는 이중대역 안테나를 설계 및 제작하여 측정 결과를 비교 분서하였다. 기본적인 skeleton slot 구조에서는 낮은 밴드의 2배 이상의 주파수에서는 수평 빔폭이 일정치 않고, 정재파비 특성이 불량하였으나, 급전부와 측면 방사부분의 다중경로 형성 및 절곡 구조를 이용하여 이를 해결하였다. 안테나의 크기는 반사판이 190$\times$190(mm), 복사기는 154$\times$106(mm), 높이는 33mm로 하여 현재 서비스 사업자틀이 주로 사용하는 크기로 구성하였다. 구성 재질은 1mm 두께의 알류미늄판을 이용하며, 이를 NCT로 타공 및 절곡하여 제작하였기 때문에 대량 생산 시 단가를 낮출수 있다. 실측결과 900MHz 대역에서 13.7%, 1800MHz 대역에서 16.4%의 -l0dB 반사손실 대역폭을 만족하고, 방사패턴도 대역별로 $\pm$1$^{\circ}$이내의 일정한 양상을 보여 이중대역 안테나로서의 요구를 만족하였다.

• 대한조선학회논문집
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• 제28권1호
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• pp.125-138
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• 1991

본 연구에서는 이상화구조요소법(理想化構造要素法)을 적용하여 좌초시(坐礁時) 이중저구조(二重底構造)의 손상(損傷) 및 강도(强度)를 효율적으로 해석할 수 있는 방법을 개발하였다. 또한 좌초사고(坐礁事故) 발생시에 이중저구조(二重底構造)의 내저판(內底板)이 손상을 받지 않기 위해 필요한 최소한도의 이중저높이, 즉 유효이중저(有效二重底) 높이의 결정법도 제안하였다. 이중저구조모델에 대한 기존의 실험(實驗) 및 탄소성대변형(彈塑性大變形) 유한요소해석(有限要素解析) 결과와 본해석법에 의한 해석결과를 비교하여 본해석법의 정도(精度)와 효율성(效率性)을 확인하였다. 다음으로, 본 해석법을 이중선각(二重船殼) 구조설계개념(構造設計槪念)을 바탕으로 설계된 4만톤급 정유운반성(精油運搬船)의 좌초문제(坐礁問題)에 적용하여 이중저구조의 수직부재(垂直部材) 간격 및 판두께와 이중저높이 등이 좌초시(坐礁時) 손상(損傷)에너지 흡수능력에 미치는 영향을 고찰하였으며, 또한 이들결과를 바탕으로 각 설계인자의 변화에 따른 최소이중저(最小二重底) 높이를 계산하였다.

• 한국음향학회:학술대회논문집
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• 한국음향학회 1998년도 학술발표대회 논문집 제17권 2호
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• pp.99-102
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• 1998

입사된 음파에 대한 배지동의 발생이 물체내 결함이 존재할 때에 나타나는 중요한 비선형 효과라는 것을 이용하여 단순화된 실험실 조건의 겹쳐진 두 장의 유리판에 적용하였다. 본 논문에서는 층상 접합 물체에 있어서의 비파괴 검사법을 위해 접합되지 않은 부분은 두 장의 유리판 사이의 공기 층으로 단순화되었고, 접합되어진 부분은 물 층으로 간주하여 실험을 진행하였고 서로 다른 조건의 두 접합 부분으로부터 발생된 주파수 응답을 관찰하였다. 결과로써 입사된 음파에 대한 배진동의 발생이 공기층에서 두드러지게 나타났지만, 물층에서는 배진동의 발생이 억제되었다. 이 결과로부터 배진동의 발생은 이차원적인 겹쳐진 물체에도 적용 가능함을 알 수 있었다.

• 한국해양공학회지
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• 제17권5호
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• pp.39-47
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• 2003

A study of the structural strength evaluation on the doubler plate, considering various load cases that were subjected to in-plane and out of plane combined load, has been performed through the systematic evaluation process. In order to estimate the proper static strength of doubler plate for various load cases, elasto-plastic large deflection analysis is introduced, including the contact effect between main plate and doubler. The characteristics of stiffness and strength variation are discussed, based on the results. In order to compare the doubler structure with the original strength of main plate, without doubler, simple formulas for the evaluation of the equivalent flat plate thickness are derived for each load case, respectively, based on the additional series of analysis of flat plate structure. Using these derived equations, the thickness change of an equivalent flat plate is analyzed according to the variation of various design parameters of doubler platesome design guides are suggested in order to maintain the original strength of main plate without doubler reinforcement. Finally, correlation between derived equivalent flat plate formula and the developed buckling strength formulas are discovered, and these relations are formulated for the future development of simple strength evaluation formula of general doubler plate structure.

• 대한조선학회논문집
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• 제40권6호
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• pp.37-48
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• 2003

A study for the structural strength evaluation of doubler plates subjected to the in-plane combined load and lateral pressure load has been performed through a systematic evaluation process. In order to properly estimate the static strength of doubler plate, elasto-plastic large deflection analysis is introduced including the contact effect between main plate and doubler. The characteristics of stiffness and strength variation are discussed based on the analysis results. Also, in order to compare the doubler structure with the original strength of main plate without doubler, a simple formula for the evaluation of the equivalent flat plate thickness is derived based on the additional series analysis of fiat plate structure. Using this derived equation, the thickness change of a equivalent flat plate is analyzed according to the variation of various design parameters of doubler plate and some design guides are suggested In order to maintain the original strength of main plate without doubler reinforcement. Finally, correlation between derived equivalent plate thickness formula and the developed buckling strength formulas for intact plates by author et al. is discovered and these relations are formulated for the future development of simple strength evaluation formula of doubler plate structure.

• 한국해양공학회지
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• 제30권4호
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• pp.294-302
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• 2016

Because of the importance of steel material saving and rational ship structural design due to the rapid increase in steel prices, a ship structural design system was developed for plate members reinforced by doubler plates subjected to biaxial in-plane compressive loads. This paper mainly emphasizes the design system improvement and upgrade according to the change in the in-plane loading condition of the doubler plate from the single load discussed in a previous paper to the biaxial in-plane compressive load discussed in this paper. A direct design process by a structural designer was added to this developed optimized system to increase the design efficiency and provide a way of directly inserting a designer's decisions into the design system process. As the second stage of preliminary steps of doubler design system development, design formulas subjected to these biaxial loads used in the doubler plate design system were suggested. Based on the introduction of influence coefficients $K_t_c$, $K_t_d$, $K_b_d$ and $K_a_d$ based on the variations in the doubler length, breadth, doubler thickness, and average corrosion thickness of the main plate reinforced by the doubler plate, respectively, the design formulas for the equivalent plate thickness of the main plate reinforced by the doubler plate were also developed, and a hybrid design system using these formulas was suggested for the doubler plate of a ship structure subjected to a biaxial in-plane compressive load. Using this developed design system for a main plate reinforced by a doubler plate was expected to result in a more rational reinforced doubler plate design considering the efficient reinforcement of ship plate members subjected to these biaxial loads. Additionally, a more detail structural analysis through local strength evaluations will be performed to verify the efficiency of the optimum structural design for a plate member reinforced by a doubler plate.

• 한국어업기술학회:학술대회논문집
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• 한국어업기술학회 2002년도 춘계 수산관련학회 공둥학술발표회
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• pp.73-74
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• 2002

• 대한설비공학회지:설비저널
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• 제41권8호
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• pp.42-52
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• 2012

• 한국해양공학회지
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• 제28권1호
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• pp.20-27
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• 2014

In view of the importance of material reduction and rational structural design due to the rapid increase in oil and steel prices, an optimized structural hybrid design system for the doubler plate of a ship's hull structure was developed. A direct design process by a structural designer was added to this developed optimized system to increase the design efficiency and provide a way of directly inserting a designer's decisions into the design system process. As the first step of the doubler design system development, the design formulas used in doubler design system were introduced. Based on the introduction of influence coefficients $K_{t_c}$ $K_{t_d}$, $K_{b_d}$ and $K_{a_d}$ according to the variations in the doubler length, breadth, doubler thickness, and average corrosion thickness of the main plate, the design formulas for an equivalent plate thickness were developed, and a hybrid design system using these formulas was suggested for the slender doubler plate of a ship structure subjected to a longitudinal in-plane compression load. By using this developed design system, a more rational doubler plate design can be expected considering the efficient reinforcement of the plate members of ship structures. Additionally, a more detailed structural analysis through local strength evaluations will be performed to verify the efficiency of the optimum structural design for the doubler plate.