• 제목/요약/키워드: Panel Details

검색결과 80건 처리시간 0.023초

Samsung's $4^{th}$ Generation TFT- LCD Production Line Concept

  • Chang, Won-Kie
    • 한국정보디스플레이학회:학술대회논문집
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    • 한국정보디스플레이학회 2001년도 International Meeting on Information Display
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    • pp.9-12
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    • 2001
  • With the explosive growth of Note-PC and Desktop monitor market, TFT LCD market confronted a entire supply shortage during 1999. Forecasting a more booming stage for the next several years, many TFT-LCD panel manufacturers continue to expand the capacity of their existing plants and also make an additional investment in building new plants. The new investment is concentrated on the $4^{th}$ generation TFT LCD line in order to improve investment efficiency. The set up of the Samsung's Gen 3.5 line progressed with satisfactorily performance using $600{\times}720mm$ glass size. We have continuously reviewed several issues regarding the glass size for our next Gen. 4 line, which leads to adopt $730{\times}920mm$. Due to the continuous enlargement of a substrate size and following difficulty in transferring cassettes, the next line is expected to be the last line that employs "cassette transfer". The layout of the next line will shift from conventional "concentration-type" to "separation-type" configuration for the purpose of reducing transfer distance as well as transfer time. The details will be discussed in this paper.

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인발성형 복합소재 교량 바닥판의 개발 및 현장적응 (Development and Field Application of Pultruded Composite Bridge Deck)

  • 이성우;김병석;박신전;박성용;김성태
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2003년도 봄 학술발표회 논문집
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    • pp.119-126
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    • 2003
  • In the conventional reinforced-concrete bridge deck, concrete and steels are likely to be deteriorated and corroded under the influence of noxious environment. To cope with these problems caused in the conventional reinforced-concrete bridge deck, pultruded composite bridge deck having light weight, high strength, corrosion resistence and durability is developed. Based on the previous study, Pultruded composite bridge deck is designed. For the DB24 truck load finite element analysis is performed to verify whether it meets both strength and serviceability design criteria. For the fabricated and assembled deck panel, structural testings are conducted. This paper present structural details and field application and testing results of composite bridge deck are presented. of composite bridge deck.

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지붕재 일체형 태양전지 모듈의 개발에 따른 내구성 평가 (조립식 건축시스템을 중심으로) (A Study on the Development of Roof Integrated PV Module (Focused on the Prefab Building System))

  • 이소미;노지희;이응직
    • KIEAE Journal
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    • 제6권4호
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    • pp.17-24
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    • 2006
  • The application of photovoltaics into building as integrated building components has been paid more attention worldwide. Photovoltaics or solar electric modules are solid state devices, directly converting solar radiation into electricity; the process does not require fuel and any moving parts, and produce no pollutants. And the prefab building method is very effective because the pre- manufactured building components is simply assembled to making up buildings in the construction fields especially the sandwich panel. Architecture considerations for the integration of PV module to building envelope such as building structure, construction type, safety, regulation, maintenance etc. have been carefully refelected from the early stage of BIPV module design. Trial product of BIPV module are manufactured and sample construction details for demonstration building are purposed. Therefore, this paper intends to advanced its practical use by proposing how to get integrated PV system which can be applied to prefab building material, and how to apply it.

유한차분법(有限差分法)을 이용한 온수온돌(溫水溫突) 바닥구조체(構造體)의 비정상(非正常) 열전달(熱傳達) 해석(解析)과 실험(實驗) 연구(硏究) (An Experimental Study and Transient Simulations of the Radiant Heating Floor Panel by Using Finite Difference Methods)

  • 손장렬;정광섭;박병윤
    • 설비공학논문집
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    • 제3권1호
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    • pp.69-77
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    • 1991
  • "Ondol" have been used in residential buildings for several thousands years in Korea. The traditional "Ondol" heating system of Korea has changed into the radiant heating system with piping embedded in floors or slabs. This study reports the results of transient experiments performed on a radiant heating system and enclosure. The paper presents some details of the thermal response of slab-heated buildings to varying patterns of heat input. Furthermore, I'll compare the results of experimentation with the ones of the numerical simulation by using the explicit and implicit forms of the finite difference methods (FDM). The study has contributed to testify the feasibility of numerical analysis, and the understanding of the transient behavior of radiant heating panels and enclosure exposed to this type of heating system.

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An a-D film for flat panel displays prepared by FAD

  • Liu, Xianghuai;Mao, Dongsheng
    • 한국진공학회지
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    • 제7권s1호
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    • pp.7-14
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    • 1998
  • Details are given of an study of the characteristics of field-induced electron emission from hydrogen-free high $sp^3$ content(>90%) amorphous diamond (a-D) film deposited on heavily doped ($\rho$<0.01 $\Omega\cdot\textrm{cm}$) n-type monocrystalline Si(111) substrate. It is demonstrated that a-D film has excellent electron field emission properties. Emission current can reach 0.9 $\mu$A at applied field as low as 1 V/$\mu\textrm{m}$, and emission current density can be obtained about several mA/$\textrm{cm}^2$. The emission current is stable when the beginning current is at 50 $\mu$A within 72 hours. Uniform fluorescence display of electron emission from whole face of the a-D film under the electric field of 10~20 V/$\mu\textrm{m}$ was also observed. It can be considered that the contribution of excellent electron emission property results from its smooth, uniform, amorphous surface and high $sp^3$ content of the a-D films.

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인발성형 복합소재 교량 바닥판의 실험적 거동분석 (Experimental Study on Pultruded Composite Bridge Deck)

  • 이성우;김제인;김병석;배두병;박성용
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2003년도 가을 학술발표회 논문집
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    • pp.357-364
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    • 2003
  • In the conventional reinforced-concrete bridge deck, concrete and steels are likely to be deteriorated and corroded under the influence of noxious environment. To cope with these problems caused in the conventional reinforced-concrete bridge deck, pultruded composite bridge deck having light weight, high strength, corrosion resistance and durability is developed. For the DB24 truck load pultruded composite bridge deck is designed and fabricated. For the fabricated and assembled deck panel, structural testing such as flexural test, local fatigue test, flexural fatigue test are conducted to verify the deck capacity experimentally. In this paper design for deck profile, details of connection and experimental results of composite bridge deck are presented.

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단면 상세가 변화된 LB-DECK의 균열하중에 대한 실험적 연구 (Experimental Study on the Cracking Loads of LB-DECKs with Varied Cross-Section Details)

  • 윤석구;조규대
    • 콘크리트학회논문집
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    • 제23권5호
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    • pp.657-665
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    • 2011
  • 프리캐스트 콘크리트 페널의 일종인 LB-DECK은 콘크리트 교량 바닥판의 시공시 LB-DECK 위에 현장타설되는 콘크리트와 합성 거동하는 영구 콘크리트 거푸집이다. 현행 LB-DECK은 두께가 60 mm인 콘크리트 슬래브와 슬래브 내부에 높이 125 mm인 lattice-girder들의 일부가 매립되어 있는 구조이다. 이러한 LB-DECK은 시공하중에 의해 종방향 균열이 발생하지 않도록 거더 간격이 충분히 작은 교량 바닥판 시공시 주로 적용되고 있다. 이 논문에서는 최근 강박스 교량과 같이 교량 바닥판의 지간장이 긴 교량에 LB-DECK를 적용할 경우 콘크리트 하부에 발생될 수 있는 종방향 균열을 최소화시키기 위하여, LB-DECK의 균열강도를 평가하기 위한 실험적 연구를 수행하였다. LB-DECK 콘크리트 슬래브의 두께, lattice-girder의 높이, 그리고 top-bar의 지름을 변수로 하는 8종류 24개의 비합성 보부재와 4가지 종류의 합성 보부재 4개를 제작한 후 정적하중 재하실험을 수행하였다. 실험체에 대한 정적하중 재하 실험을 통해 각 실험체의 균열하중과 극한하중을 평가하였으며, 또한 최종 파괴시까지 중앙부 처짐, top-bar의 변형률, 콘크리트 슬래브의 균열 진전 양상 그리고 최종 파괴 형태를 살펴보았다. 각 실험체로부터 얻은 균열하중의 크기는 탄성해석을 통해 얻은 해석치와 비교하였다. 또한 콘크리트 건조수축이 균열강도에 미치는 영향을 파악하기 위하여 AEMM 방법을 이용한 장기 거동 해석을 수행하였다. 실험 결과를 토대로, 지간장이 긴 교량 바닥판에 LB-DECK 적용시, 균열 발생을 예방할 수 있도록 LB-DECK 콘크리트 슬래브의 균열강도와 설계상세를 검토하였다.

대형기둥 적용을 위한 철근콘크리트기둥-강재보 접합부의 내진성능 (Seismic Performance of RC Column-Steel Beam Connections for Large Columns)

  • 박홍근;이호준;김창수;황현종
    • 한국강구조학회 논문집
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    • 제28권4호
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    • pp.231-242
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    • 2016
  • 대형기둥의 제작성과 시공성을 고려한 철근콘크리트기둥-강재보 접합부의 상세를 제안하였으며, 이를 적용한 접합부의 내진성능을 연구하였다. 접합부의 보강을 위하여, 교차보, 스터드, U형 타이 등의 상세를 고려하였다. 내진성능의 평가를 위해, 2/3 스케일의 대형내부접합부에 대하여 반복가력실험을 수행하였다. 실험체들은 층간변위비 4.0%를 넘는 우수한 변형능력을 발휘하였으며, 보의 항복과 접합부의 항복이 동시에 발생하였다. 최종적으로는, 접합부의 전단파괴로 하중이 감소하였다. 실험강도는 기존 설계모델과 비교되었다.

Seismic behavior investigation of the steel multi-story moment frames with steel plate shear walls

  • Mansouri, Iman;Arabzadeh, Ali;Farzampour, Alireza;Hu, Jong Wan
    • Steel and Composite Structures
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    • 제37권1호
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    • pp.91-98
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    • 2020
  • Steel plate shear walls are recently used as efficient seismic lateral resisting systems. These lateral resistant structures are implemented to provide more strength, stiffness and ductility in limited space areas. In this study, the seismic behavior of the multi-story steel frames with steel plate shear walls are investigated for buildings with 4, 8, 12 and 16 stories using verified computational modeling platforms. Different number of steel moment bays with distinctive lengths are investigated to effectively determine the deflection amplification factor for low-rise and high-rise structures. Results showed that the dissipated energy in moment frames with steel plates are significantly related to the inside panel. It is shown that more than 50% of the dissipated energy under various ground motions is dissipated by the panel itself, and increasing the steel plate length leads to higher energy dissipation capability. The deflection amplification factor is studied in details for various verified parametric cases, and it is concluded that for a typical multi-story moment frame with steel plate shear walls, the amplification factor is 4.93 which is less than the recommended conservative values in the design codes. It is shown that the deflection amplification factor decreases if the height of the building increases, for which the frames with more than six stories would have less recommended deflection amplification factor. In addition, increasing the number of bays or decreasing the steel plate shear wall length leads to a reduction of the deflection amplification factor.

여성복 스몰사이즈 재킷 제품 생산실태- 2021년 S/S 영컨템포러리 브랜드를 중심으로 - (An analysis of the production conditions for small-sized women's jacket products - Focusing on young contemporary brands for spring/summer 2021 -)

  • 이유진;장정아
    • 복식문화연구
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    • 제29권6호
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    • pp.849-864
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    • 2021
  • This study analyzed product conditions in terms of "size system," "clothing construction depending on fit," "details," "colors," and "prices," with an emphasis on young contemporary brands for spring/summer 2021, in order to provide basic data for the development of small-sized women's jackets. Out of 96 domestic and foreign brands, the study analyzed 254 small-sized jacket products from 23 brands that produce size-XS jackets. First, when examining the sizes for women's jackets, we found that 8 out of the 23 brands offer a size-XXS option. After conducting tree analysis to analyze the factors affecting the production of size-XXS, the study found significant results in the areas of "distinction between domestic and foreign brands" and "product price." Second, after categorizing small-sized women's jackets into 3 categories-fit-slim, basic, and straight-the study analyzed clothing construction elements depending on fit. This seasons mainly feature straight-fit's hip-line length jacket, a 4-panel pattern, and a panel without a waist dart. Third, the study, through the analysis of the colors of small-sized women's jackets, found a higher frequency of colors in the order of black (23.0%), white (13.3%), and beige tones (10.1%), with additional colors such as sky blue, rose pink, and aquamarine in production, which exhibit the senses of the seasons. Price analysis revealed that small-sized jackets constituted a price range at the mid-to-low end, as in ₩50,000-100,000 (30.3%), ₩100,000-150,000 (19.3%), and ₩150,000-200,000 (11.8%).