• 제목/요약/키워드: lead-frame

검색결과 335건 처리시간 0.022초

High-Throughput Low-Complexity Successive-Cancellation Polar Decoder Architecture using One's Complement Scheme

  • Kim, Cheolho;Yun, Haram;Ajaz, Sabooh;Lee, Hanho
    • JSTS:Journal of Semiconductor Technology and Science
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    • 제15권3호
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    • pp.427-435
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    • 2015
  • This paper presents a high-throughput low-complexity decoder architecture and design technique to implement successive-cancellation (SC) polar decoding. A novel merged processing element with a one's complement scheme, a main frame with optimal internal word length, and optimized feedback part architecture are proposed. Generally, a polar decoder uses a two's complement scheme in merged processing elements, in which a conversion between two's complement and sign-magnitude requires an adder. However, the novel merged processing elements do not require an adder. Moreover, in order to reduce hardware complexity, optimized main frame and feedback part approaches are also presented. A (1024, 512) SC polar decoder was designed and implemented using 40-nm CMOS standard cell technology. Synthesis results show that the proposed SC polar decoder can lead to a 13% reduction in hardware complexity and a higher clock speed compared to conventional decoders.

확률 기반 설계법을 위한 코드 변환과 시스템 신뢰도에 대한 고찰 (The study on the system reliability and code conversion for the probability based design)

  • 김광철
    • 한국가구학회지
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    • 제20권5호
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    • pp.440-456
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    • 2009
  • Because PBD was started as a design tool for steel construction and concrete construction, it was able to applied to the post and beam method of wooden building constructions. But, it may not suitable to light frame wooden construction that is becoming popular in domestic construction market due to the economical efficiency and the constructive simplification. Owing to the share effects between member and sheathing material or among structural members, light frame wooden construction is different from post and beam construction that use a single structural member. Therefore, consideration on the system analysis and system design are urgently needed to use in actual life and inspect the reliability of structures from the system view. With this in mind, code conversion from ASD to PBD that is pressing issue in domestic wooden building construction was studied, also various countries status about PBD were considered and then approaching methods on the system reliability were referred. Finally, several considerations for the development of PBD were explored. PBD should be considered as, not only a new structural design process that select sizes of structural member, but a industrial tool that can lead a development of more reliable wood products. A strongest point of PBD is independent of various construction materials and construction types.

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A New Control Strategy for a Three-Phase PWM Current-Source Rectifier in the Stationary Frame

  • Guo, Qiang;Liu, Heping;Zhang, Yi
    • Journal of Power Electronics
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    • 제15권4호
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    • pp.994-1005
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    • 2015
  • This paper presents a novel power control strategy for PWM current-source rectifiers (CSRs) in the stationary frame based on the instantaneous power theory. In the proposed control strategy, a virtual resistance based on the capacitor voltage feedback is used to realize the active damping. In addition, the proportional resonant (PR) controller under the two-phase stationary coordinate is designed to track the ac reference current and to avoid the strong coupling brought about by the coordinate transformation. The limitations on improving steady-state performance of the PR controller is investigated and mitigated using a cascaded lead-lag compensator. In the z-domain, a straightforward procedure is developed to analyze and design the control-loop with the help of MATLAB/SISO software tools. In addition, robustness against parameter variations is analyzed. Finally, simulation and experimental results verify the proposed control scheme and design method.

The Role of Labour Inspectorates in Tackling the Psychosocial Risks at Work in Europe: Problems and Perspectives

  • Toukas, Dimitrios;Delichas, Miltiadis;Toufekoula, Chryssoula;Spyrouli, Anastasia
    • Safety and Health at Work
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    • 제6권4호
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    • pp.263-267
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    • 2015
  • Significant changes in the past year have taken place in the world of work that are bringing new challenges with regard to employee safety and health. These changes have led to emerging psychosocial risks (PSRs) at work. The risks are primarily linked to how work is designed, organized, and managed, and to the economic and social frame of work. These factors have increased the level of work-related stress and can lead to serious deterioration in mental and physical health. In tackling PSRs, the European labor inspectorates can have an important role by enforcing preventive and/or corrective interventions in the content and context of work. However, to improve working conditions, unilateral interventions in the context and content of work are insufficient and require adopting a common strategy to tackle PSRs, based on a holistic approach. The implementation of a common strategy by the European Labor Inspectorate for tackling PSRs is restricted by the lack of a common legislative frame with regard to PSR evaluation and management, the different levels of labor inspectors' training, and the different levels of employees' and employers' health and safety culture.

Effects of curvature radius on vulnerability of curved bridges subjected to near and far-field strong ground motions

  • Naseri, Ali;Roshan, Alireza MirzaGoltabar;Pahlavan, Hossein;Amiri, Gholamreza Ghodrati
    • Structural Monitoring and Maintenance
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    • 제7권4호
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    • pp.367-392
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    • 2020
  • The specific characteristics of near-field earthquake records can lead to different dynamic responses of bridges compared to far-field records. However, the effect of near-field strong ground motion has often been neglected in the seismic performance assessment of the bridges. Furthermore, damage to horizontally curved multi-frame RC box-girder bridges in the past earthquakes has intensified the potential of seismic vulnerability of these structures due to their distinctive dynamic behavior. Based on the nonlinear time history analyses in OpenSEES, this article, assesses the effects of near-field versus far-field earthquakes on the seismic performance of horizontally curved multi-frame RC box-girder bridges by accounting the vertical component of the earthquake records. Analytical seismic fragility curves have been derived thru considering uncertainties in the earthquake records, material and geometric properties of bridges. The findings indicate that near-field effects reasonably increase the seismic vulnerability in this bridge sub-class. The results pave the way for future regional risk assessments regarding the importance of either including or excluding near-field effects on the seismic performance of horizontally curved bridges.

유한요소해석을 활용한 지진하중에 대한 철근콘크리트 건축물의 부착성능 효과 연구 (Bond-slip Effect of Reinforced Concrete Building Structure under Seismic Load using Finite Element Analysis)

  • 김예은;김혜원;신지욱
    • 한국공간구조학회논문집
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    • 제22권4호
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    • pp.99-107
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    • 2022
  • Existing reinforced concrete building structures constructed before 1988 have seismically-deficient reinforcing details, which can lead to the premature failure of the columns and beam-column joints. The premature failure was resulted from the inadequate bonding performance between the reinforcing bars and surrounding concrete on the main structural elements. This paper aims to quantify the bond-slip effect on the dynamic responses of reinforced concrete frame models using finite element analyses. The bond-slip behavior was modeled using an one-dimensional slide line model in LS-DYNA. The bond-slip models were varied with the bonding conditions and failure modes, and implemented to the well-validated finite element models. The dynamic responses of the frame models with the several bonding conditions were compared to the validated models reproducing the actual behavior. It verifies that the bond-slip effects significantly affected the dynamic responses of the reinforced concrete building structures.

강구조물 지지부의 강성도가 구조물 거동에 미치는 영향 (Influence of Column Base Rigidity on Behavior of Steel Buildings)

  • 권민호;박문호;장준호;박순응
    • 한국전산구조공학회논문집
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    • 제15권1호
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    • pp.165-172
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    • 2002
  • 일반적으로 모멘트 지지 강구조물은 유한요소법에 의해 이상화되고 해석되어 왔으며 기둥과 기둥의 연결부, 기둥과 보의 접합부의 정확한 비선형 해석 결과를 위해 많은 노력을 해온 반면에 기둥의 지지부에 대한 해석은 고정단 또는 힌지로 간단하게 이루어져 왔다 그러나 실제로 기둥의 지지부는 고정단도 힌지도 아닌 그 중간인 반강성으로 거동한다. 본 논문에서는 이러한 기둥 지지부를 반강성모델을 이용해서 해석하고 그 결과를 고찰하여 기둥 지지부의 강성 및 강도의 변화가 미치는 영향을 평가하였다. 미국 시방서에 의해 설계된 전형적인 두개의 3층 모멘트지지 강구조물을 이미 개발된 강성도법 및 유연도법에 기초한 7iber 유한 요소를 사용하여 해석하였다. 기등의 지지부는 고정단과 힌지사이에 있는 반강성 지지부를 모델하기 위해 다양한 강성도를 갖는 회전 스프링을 사용하였다. 실제의 기둥 지지부와 가깝게 모델된 반강성 지지부를 갖는 구조물의 해석 결과는 고정지지부를 갖는 구조물과 어느 정도 비슷한 결과를 보여주었다. 또한 pushover 해석과 비선형 시간 이력 해석을 통해 기둥 지지부의 강성도가 감소함에 따라 1층 보의 소요 처짐각(rotational demand)이 증가하는 현상이 관찰되었다 시공상의 문제 및 노화로 인한 기동 지지부의 강성도 감소는1층의 접합부에 대한 소요 터짐각의 증가를 유발하고 그것은 곧 soft-story mechanism을 유발하게 된다.

중앙아세아벽화(中央亞細亞壁畵) 보존처리(保存處理)(II) - 壁畵(벽화)의 채색(彩色) 안료(顔料) 및 벽체(壁體) 조성(造成)에 사용(使用)된 초재류(草材類) 조사(調査) - (The Conservation Treatment of the Central Asian Mural Painting(II) -An Investigation on the Pigments for the Mural Painting and of the Plants Used for Making the Original Wall -)

  • 이용희;유혜선;김수철;강형태;조연태;靑木繁夫;大林賢太郞
    • 박물관보존과학
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    • 제4권
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    • pp.1-16
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    • 2003
  • 용산 새 박물관에 전시될 중앙아시아 벽화의 보존처리를 위해 이들 벽화의 채색 안료 성분 분석과 벽체에 포함된 지푸라기의 식물종 식별을 위한 조사를 실시하였다. 또한 1916년 우리 박물관에 반입되기 이전에 일본에서 시행된 보존처리 재료 및 방법을 검토하기 위하여 나무 보호틀의 목재수종 및 종이의 재질을 분석하였다. 조사결과 본4075, 4078의 검은색 안료는 carbon(C), 바탕의 흰색은 gypsum[Ca(SO)4(H2O)2], 적색 계통은 lead oxide(Pb3O4, PbO)와 hematite(Fe2O3), 녹색은 Cu, As, O 화합물 등을 채색 안료로 사용하였다. 또한 벽체를 조성할 때 흙벽이 갈라지는 것을 방지하기 위해 섞어 넣은 지푸라기는 밀짚 또는 귀리짚 종류인 것으로 조사되었다. 또한 현재 벽화를 둘러싸고 있는 나무 보호틀은 버드나무속, 사시나무속, 삼나무, 그리고 소나무 중 적송류로 만들어진 것으로 밝혀졌으며 벽화(본4054, 4097)의 보호틀 내부에서 발견된 종이는 뽕나무 껍질로 만든 것으로 조사되었다.

패션 브랜드 분류 기준에 관한 소비자 인식 연구 (A Study on Consumer Cognition about Criteria for Classifying Fashion Brands)

  • 박송애
    • 한국의상디자인학회지
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    • 제4권3호
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    • pp.33-42
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    • 2002
  • The purpose of this study was to find out criteria for classifying fashion brand from consumer point of view in order to develop strategy of fashion brands and to manage brand effectively and systematically, and to suggest theoretical frame for application of these criteria. Survey was used as a research method. Subject were 422 age of 20-30 women living in and near Seoul. Questionnaires was developed to based on 37 classification criteria, and SPSS package program were used to analyze data. The results of this study were as follows: First, factor analysis considering 37 classification criteria identified 8 factors as classification criteria. They were the level of brand form, the level of product concept, the level of management item, the level of brand sales ability, the level of customer management, the level of brand advertizing and awareness, the level of brand value, the level of product lead ability. Second, the most important factor was the level of customer management, but comparatively factor of the level of brand sales ability the level of brand value was less important. Third, consumer cognized difference of criteria for classifying fashion brands. And the level of product lead ability was the most important factor in women's wear category and the level of brand form was in general casual wear category.

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마이크로 압입 크리프 시험기 개발 및 성능평가 (Development and its Performance Evaluation of a Micro-Impression Creep Machine)

  • 양경탁;김현준;김호경
    • Tribology and Lubricants
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    • 제24권1호
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    • pp.27-33
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    • 2008
  • A micro-impression creep machine was designed and developed, adopting a small punch in diameter of 150 um, displacement gage with an accuracy of sub-${\mu}m$ scale, and load-cell with an accuracy of mN scale in order to investigate creep behavior of small solder ball in diameter of less than 1 mm. Creep behavior of lead-free solder ball(Sn-3.0Ag-0.5Cu) in diameter of $760\;{\mu}m$ was investigated in the stress range of $8{\sim}60\;MPa$ and at $303\;K{\sim}393\;K$. The applied load became decreased slightly and continuously in the creep rate of $10^{-4}/s$ range during the current experiments. Also, the machine frame was so sensitive to the environmental temperature that nm scaled displacement recording was unstable according to the change in environmental temperature.