• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2002년도 하계학술대회 논문집 Vol.3 No.2
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• pp.1067-1070
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• 2002

We have examined the impedance characteristics and the battery characteristics of PLI bicell. As results, the impedance of PLI bicell with 62 wt% cathode active material were lower than the other cathode active material content. And the specific resistances of PLI bicell increased with N/P ratio until 1.85. And the impedance of PLI bicell decreased with increased adding amounts of binder. But the rate capability of PLI bicell were not increased with increased adding amounts of binder. PLI bicell with 9.9 wt% binder content were the best rate capability. but the cycleability were not the same results as the rate capability. PLI bicells with cathode with more than 11 wt% binder, their cycleability were almost same, nevertheless they were better cycleability than 9.9 wt% binderl content.

• 대한전자공학회논문지SD
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• 제44권6호
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• pp.83-88
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• 2007

본 논문에서는 유기발광다이오드 구동 IC의 기능을 검증하기 위하여 PLI(Programing Language Interface)를 이용한 검증방법을 제안한다. 기능 검증을 하기 위하여 HDL(Hardware Description Language) 시뮬레이터와 PLI, GUI(Graphic User Interface) 환경의 이미지 뷰어를 이용한다. 본 논문에서 제안하는 유기발광다이오드 구동 IC의 기능 검증 방법을 이용 할 경우 종래의 기능 검증 방법을 이용 할 때 보다 40배의 실행 시간 이득을 얻을 수 있다. 제안한 방법을 이용할 경우 디스플레이 구동 IC의 설계 단계에서 기능 검증을 효율적으로 할 수 있을 것이다.

• 자동차안전학회지
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• 제4권2호
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• pp.11-16
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• 2012

In 2014 Flex-PLIfor the pedestrian protection will be applied to NCAP test. The most significant feature of Flex-PLI is constructed with segmental bone cores for the femur and tibia regions. So it can be more reproducible by representing pedestrian injuries such as knee ligament and tibia injury during the pedestrian crash against vehicle. In this paper, Analyzed the characteristics of Flex-PLI through the structural analysis and the test results by using Flex-PLI for our compact vehicles. Finally countermeasures into compact vehicle were proposed to fulfill the injury criteria of Flex-PLI.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2008년도 하계종합학술대회
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• pp.427-428
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• 2008

본 논문에서는 IEEE 802.11 MAC Layer의 Reception, Transmission 검증을 위해 PLI (Programing Language Interface)를 이용한 방법을 제안한다. PLI를 이용한 검증은 시스템 Level의 검증으로써 설계단계에서 문제점을 확인하고 수정할 수 있다. 그러므로 불필요한 개발비의 낭비를 줄일 수 있고 개발 기간 단축의 효과를 거둘 수 있다. 검증을 위해 Mentor Graphics 사의 HDL (Hardware Description Language) 시뮬레이터인 Modelsim 6.1g Version을 사용하고 PLI를 이용하여 검증 환경을 구축한다.

• 건축역사연구
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• 제17권6호
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• pp.7-27
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• 2008

The primary object of this study lies in reilluminating the meaning of the Baroque, through studying arts and architecture by means of the features of Baroque aesthetics suggested by Deleuze in his writing 'Le Pli' on the basis of Leibniz's 'Pli' concept. Through this study we can see the following. In the first place, the six features - pli, separation between the inner and the exterior, highs and lows, unfolding, texture and paradigm presented as the features of Baroque aesthetics - have to be understood not as being independent features but as those derived from a series of continuous process of folding and unfolding. In the second place, Deleuze's thinking ranging from the 'Pli' of the Baroque to the paradigm derived on the ground of Leibniz thinking is a dynamic world of folding and unfolding, ultimately seeking unity through the topological changes and succession repeating deterritorization and reterritorization. In the third place, most architectural trends claiming 'Fold Architect' or the 'Pli' of Deleuze as their architectural philosophy are committing errors of mass-producing standardized designs by confining the meaning of Deleuze's 'Pli' concept into a simple reproduction of plied superficial things. With this finding in mind, the concept of folding and unfolding examined through reilluminating the Baroque Architecture where the 'Pli' concept is embodied, suggests to us that the problems of contemporary architecture should be rightened, and shows us that it can become an architectural philosophy which can be concretely realized in architecture.

• 한국정보과학회:학술대회논문집
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• 한국정보과학회 2001년도 봄 학술발표논문집 Vol.28 No.1 (A)
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• pp.43-45
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• 2001

본 논문에서는 MPEG 비디오 코어 프로파일 디코더 ASIC 상위 구조 설계를 시스템 수준에서 검증하는 기법을 제시한다. 상위 구조 설계는 RISC 프로세서와 펌웨어 그리고 일반 로직이 병존하는 혼합형 구조라는 것과 설계의 상위 단계라는 특징을 가지고 있기 때문에 Verilog HDL과 CSIM 모델 두 가지 모델이 혼합되어 있다. 통합 환경은 C 언어를 이용한 하드웨어 모델링 기법과 PLI를 통한 프로그래밍 언어와 Verilog의 통합 방법을 이용하여 설계 단계에서 각 블록의 특성에 가장 적합한 모델을 이용하여 동작 검증이 가능하도록 하였다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집A
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• pp.316-321
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• 2001

A previous feasibility study for the Korean lead plant, PLiM Phase I, showed a strong possibility of continued operation beyond the original licensed period. In 1998, PLiM Phase II study was initiated aimed at performing additional detailed evaluations on a wider range of components. The objective of this paper is to present the Korean PLiM efforts for Class 1 piping which is identified as one of the critical components with regard to long-term operation. The key findings such as typical design features, degradation mechanisms, technical issues, draft results from the lifetime evaluation for Class 1 piping of the lead plant are briefly described.

• Steel and Composite Structures
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• 제30권4호
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• pp.305-313
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• 2019

Creating different cutout shapes in order to make doors and windows, reduce the structural weight or implement various mechanisms increases the likelihood of buckling in thin-walled structures. In this study, the effect of cutout shape and geometric imperfection (GI) is simultaneously investigated on the critical buckling load and knock-down factor (KDF) of composite cylindrical shells. The GI is modeled using single perturbation load approach (SPLA). First, in order to assess the finite element model, the critical buckling load of a composite shell without cutout obtained by SPLA is compared with the experimental results available in the literature. Then, the effect of different shapes of cutout such as circular, elliptic and square, and perturbation load imperfection (PLI) is investigated on the buckling behavior of cylindrical shells. Results show that the critical buckling load of a shell without cutout decreases by increasing the PLI, whereas increasing the PLI does not have a great impact on the critical buckling load in the presence of cutout imperfection. Increasing the cutout area reduces the effect of the PLI, which results in an increase in the KDF.

• 대한관절경학회지
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• 제4권1호
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• pp.25-31
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• 2000

후외측 회전 불안정성은 정확한 손상 기전에 대하여 논란이 많은 복잡한 손상으로 올바른 진단과 치료가 어려운 것으로 알려져 있다. 저자들은 Modified Clancy 술식으로 치료한 후외측 회전 불안정성 재건술의 임상결과를 후방십자인대 손상 여부에 따라 비교 분석하고자 한다. 방법 : 후외측 회전 불안정성 단독 손상 환자 (group I) 21예와 후방십자인대 손상을 동반한 후외측 회전불안정성 손상 환자 (group II) 25명을 대상으로 후방십자인대 손상은 일절개법을 이용하여 관절경적 재건을 하였으며, 후외측 회전 불안정성은 Clancy 변형 술식을 이용하였다. 이들의 임상적 결과를 비교 분석하였다. 결과 : 모든 예에서 수술 전 reverse pivot shift test 양성이었으나 수술 후 43례에서 음성으로 측정되었다. 수술 전 측정한 external rotation thigh foot angle test는 I군과 II군에서 모두 건측에 비해 증가되어 있었고 통계학적으로 의미 있는 차이를 보였다. 수술 후 양군 모두 $10^{\circ}$이하의 측정치를 나타내었다. 평균 40.3개월 (24-99개월) 추시 관찰 기간 중 평균 Lysholm knee score와 Hospital For Special Surgery knee ligament score는 양군에서 모두 90점보다 높은 점수를 나타내었고 두 군 사이의 차이는 통계학적으로 의미 없는 것으로 평가되었다. 술 후 합병증으로 3예에서 전환 대퇴 이두건 파열이 발생하여 재수술을 시행하였다. 결론 : Clancy 변형 술식은 장경 인대의 손상을 줄이며 대퇴 이두건을 등척점으로 전환함으로 정상 운동범위 회복을 가능하게 한다는 장점이 있다. 본 연구 결과 Clancy 변형 술식을 이용한 후외측 회전 불안정성 재건은 I군과 II군에서 모두 만족스러운 결과를 얻었으며 대퇴 이두건 부착부의 유착이 없는 경우 Clancy 변형 술식은 단독 또는 동반 손상을 가진 후외측 회전 불안정성 재건술에 좋은 방법이라고 사료된다.

• Geomechanics and Engineering
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• 제23권2호
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• pp.115-125
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• 2020

This study aims to explore practical and useful equations for rapid evaluation of uniaxial compressive strength of concrete (UCS-C) during the preliminary design stage of aggregate selection. For this purpose, aggregates which were produced from eight different intact rocks were used in the production of concretes. Laboratory experiments involved the tests for uniaxial compressive strength (UCS-R), point load index (PLI-R), P wave velocity (UPV-R), apparent porosity (n-R), unit weight (UW-R) and aggregate impact value (AIV-R) of the rock samples. UCS-C, point load index (PLI-C) and P wave velocity (UPV-C) of concrete samples were also determined. Relationships between UCS-R-rock parameters and UCS-C-concrete parameters were developed by regression analyses. In the simple regression analyses, PLI-C, UPV-C, UCS-R, PLI-R, and UPV-R were found to be statistically significant independent variables to estimate the UCS-C. However, higher coefficients of determination (R²=0.97-1.0) were obtained by multiple regression analyses. The results of simple regression analysis were also compared to the limited number of previous studies. The strength conversion factor (k) values were found to be 14.3 and 14.7 for concrete and rock samples, respectively. It is concluded that the UCS-C can roughly be estimated from derived equations only for the specified rock types.