• Title/Summary/Keyword: Lead Frame

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Development of Night Vision Imaging System Green A Compatible LED for Avionic Applications (항공전자 응용을 위한 NVIS (Night Vision Imaging System) Green A 호환 LED 개발)

  • Kim, Tae Hoon;Yu, Chang Han;Yoon, Hyeon Ju;Kim, Min Pyung;Yoon, Ho Shin
    • Journal of the Semiconductor & Display Technology
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    • v.19 no.4
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    • pp.1-5
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    • 2020
  • By adapting black body leadflame and thin film type Green A filter, we successfully demonstrated night vision imaging system (NVIS) Green A compatible LED. Fabricated NVIS compatible LEDs show small form factor compared to that of commercialized NVIS compatible LED. Especially, NVIS radiance and chromaticity of MIL-STD-3009 specification can be satisfied simultaneously and easily by controlling the color temperature of the white LED as well as the concentration of the Green A dye and the thickness of the Green A filter. The optimal dye concentration of the NVIS Green A filter is expected to be about 1 wt%. The results of this study are expected to contribute to miniaturization, weight reduction and localization of avionic display and lighting devices.

Earthquake induced structural pounding between adjacent buildings with unequal heights considering soil-structure interactions

  • Jingcai Zhang;Chunwei Zhang
    • Earthquakes and Structures
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    • v.24 no.3
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    • pp.155-163
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    • 2023
  • The purpose of this paper is to investigate the coupled effect of SSI and pounding on dynamic responses of unequal height adjacent buildings with insufficiently separation distance subjected to seismic loading. Numerical investigations were conducted to evaluate effect of the pounding coupling SSI on a Reinforced Concrete Frame Structure system constructed on different soil fields. Adjacent buildings with unequal height, including a 9-storey and a 3-storey reinforced concrete structure, were considered in numerical studies. Pounding force response, time-history and root-mean-square (RMS) of displacement and acceleration with different types of soil and separations were presented. The numerical results indicate that insufficient separation could lead to collisions and generate severe pounding force which could result in acceleration and displacement amplifications. SSI has significant influence of the seismic response of the structures, and higher pounding force were induced by floors with stiffer soil. SSI is reasonable neglected for a structure with a dense soil foundation, whereas SSI should be taken into consideration for dynamic analysis, especially for soft soil base.

A Study of Establishing a Web Model of Historical and Geographical Information for Youths through 'Collective Intelligence' -Junior Maphistory e-encyclopedia

  • BANG, Mi-Hyang
    • Educational Technology International
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    • v.9 no.1
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    • pp.49-77
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    • 2008
  • As clearly suggested in the case of Wikipedia, collective intelligence is predicted to develop into the most important platform of knowledge and information in the future society. But it just remains at the level of activities for group projects in the present frame of education and so it doesn't lead to creating collective intelligence. This study looks into an 'information repository model of collective intelligence' that makes it possible to deliver an education process a priori of Shared Knowledge Reservoir to "Junior Digital Nomad", who is definitely and will be in existence, and that further enables them to be active there in reality. Based on this storage model, it suggests a practicable web system model; Junior Maphistory e-encyclopedia, which is appropriately consistent with the features of Web 2.0 and can grow into a general historical and geographical information service.

A Comparative Study on the Mutual Influence between Institutional Mechanisms and Trust in Online Platform Environment (온라인 플랫폼 환경에서 제도적 메커니즘과 신뢰 간 상호 영향에 관한 비교 연구)

  • YoonHo Roh;Yeong-Hyeon Hwang
    • Journal of Information Technology Services
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    • v.23 no.2
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    • pp.83-97
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    • 2024
  • This study was conducted to examine the effect of institutional mechanisms on customers' trust and continuous purchase intention in open market platforms, The research frame was expanded by setting institutional situations into positive and negative areas in order to examine the relationship between institutional mechanisms and trust in multiple dimensions. The results of this study confirmed that the feedback system, dispute resolution, and intermediary trust factors affect trust in positive areas, and dispute resolution, information security, and intermediary trust affect buyer trust in negative areas. For the relationship between trust and repurchase intention, it was confirmed that if the institutional situation is positive, trust leads to repurchase intention, and in negative areas, trust does not lead to repurchase intention. The results of this study show that institutional mechanisms are a key factor in building trust in online platforms according to institutional circumstances and play a role in offsetting trust in platforms in negative areas.

Development of Evaluation Items and Measurement Indices for Knowledge Management Performance of Government-funded Research Institutes (정부출연연구소의 지식관리 성과 평가항목 및 측정지표 개발)

  • Jung, Taik-Yeong;Kim, Sang-Hoon;Park, Il-Kyu;Kim, Chang-Kyu
    • Journal of Information Technology Services
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    • v.10 no.4
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    • pp.171-189
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    • 2011
  • KAs information and knowledge are increasingly becoming more important in the knowledge-driven society, knowledge management, as a very important management paradigm, is securing firm position in private and public sectors. Complying with this paradigm, government-funded research institutes in science-technology sector are actively utilizing knowledge management by employing knowledge management system and evaluating its applications' performance. The purpose of this study is to develop evaluation items and measurement indices to rationally measure knowledge management performance of the government-funded research institutes and to verify the feasibility of applying these evaluation items and indices. To achieve this research goal, the evaluation model of knowledge management performance was constructed by reviewing and integrating the existing studies, and subsequently, evaluation areas, evaluation items, measurement indices were derived from this evaluation model. Also, the feasibility analysis on the evaluation items and measurement indices was performed by means of FGI(Focus Group Interview) with the knowledge management experts belonging to Korean government-funded institutions in science-technology sector. The implications of this study are as follows : in theoretical perspective, this study has proposed a criterion frame to evaluate knowledge management performance, and has rationally drawn evaluation items and measurement indices from the criterion frame. And in practical perspective, this study has improved the validity and practicality of the measurement indices, which can lead to more reasonable and easier evaluation of knowledge management performance of the government-funded research institutes.

Enhancing IEEE 802.11 Power Saving Mechanism (PSM) with a Time Slotted Scheme (시분할 방법에 의한 IEEE 802.11 전력관리 메커니즘의 성능향상)

  • Lei, Xiaoying;Rhee, Seung Hyong
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.38B no.8
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    • pp.679-686
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    • 2013
  • Power efficiency becomes more important in wireless LANs as the mobile stations send more data with limited batteries. It has been known that the IEEE 802.11 PSM is not efficient in high load networks: AP cannot deliver buffered packets to a PS station immediately and it can lead the station to stay in active state quite long and result in energy waste. Moreover, it is inefficient that only one data frame is retrieved by a PS-POLL frame. In this paper, we propose a time slotted scheme to enhance the PSM, in which a mobile station can reserve time slots to receive data frames. Our mechanism can reduce collisions by reservation and decrease the channel occupancy by transmitting multiple data frames via one PS-POLL. The analytic model and simulation results show that proposed scheme reduces power consumption significantly and enhances the performance of PSM.

Finite Element Analysis on the Stress and Deformation Behaviors of a Safety Helmet (안전헬멧의 응력 및 변형거동에 관한 유한요소해석)

  • Kim, Chung-Kyun
    • Journal of the Korean Institute of Gas
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    • v.13 no.4
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    • pp.27-32
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    • 2009
  • This paper presents the stress and deformation behaviors using the finite element method as a function of the thickness of the helmets without the bead frames on the top of the shell structure. The helmet that would provide head and neck protections without causing discomfort to the user when it was worn for long periods of time should be manufactured for increasing the safety and impact energy absorption. The FEM computed results show that when the impulsive force is applied on the top surface of a helmet, the maximum stress and strain have been occurred around the position of an applied impact force, which may lead to the initial failure on the top surface of the helmet shell. As the helmet thickness is decreased from 4mm to 2mm, the impact energy absorbing rate is radically increased, and the maximum stress of the helmet is increased over the tensile strength, 54.3MPa of the thermoplastic material. Thus, the top surface of the helmet should be supported by a bead frame and increased thickness of the shell structure.

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Empirical Equations for Checking Validity of Access Hole Parameters for WUF-W Connections (WUF-W 접합부의 액세스 홀 형상변수 타당성 평가를 위한 경험식 제안)

  • Han, Sang Whan;Yoon, Yong;Kim, Y. Debbie
    • Journal of Korean Society of Steel Construction
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    • v.29 no.4
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    • pp.303-310
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    • 2017
  • The welded unreinforced flange-welded web(WUF-W) connection is an all-welded moment connection, which is qualified for special moment frame(SMF) connections. However, previous studies reported that some WUF-W connections did not meet the drift requirement specified for SMF connections and such unexpected connection performance was resulted from weld access hole geometry. The objective of this study is to determine the permissible ranges of major access hole parameters such as access hole slope and the length of flat portion that lead to the satisfactory performance of WUF-W connections using Nonlinear finite element analyses are conducted. This study also proposes simple empirical equations to check the validity of access hole parameters to be selected in design process.

Structural Behavior of Steel Brace Strengthened with Non-welded Buckling Restraint Casing (무용접 좌굴방지재로 보강한 철골 가새의 구조거동)

  • Kim, Sun Hee;Moon, Ji Young;Choi, Sung Mo
    • Journal of Korean Society of Steel Construction
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    • v.27 no.2
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    • pp.207-217
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    • 2015
  • A concentrically braced steel frame is a very efficient structural system because it requires relatively smaller amount of materials to resist lateral forces. However, primarily developed as a structural system to resist wind loads based on an assumption that the structure behaves elastically, a concentrically braced frame possibly experiences the deterioration in energy dissipation after brace buckling and the brittle failure of braces and connections when earthquake loads cause inelastic behavior. Consequently, plastic deformation is concentrated in the floor where brace buckling occurs first, which can lead to the rupture of the structure. This study suggests reinforcing H-shaped braces with non-welded cold-formed stiffeners to restrain flexure and buckling and resist tensile force and compressive force equally.

A Study on the Strength Analysis of the Helmets for Fire and Gas Safety (소방.가스안전용 헬멧의 강도안전성에 관한 연구)

  • Kim, Han-Goo;Shim, Jong-Hyun;Kim, Chung-Kyun
    • Journal of the Korean Institute of Gas
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    • v.12 no.3
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    • pp.31-37
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    • 2008
  • In this paper, the strength analysis has been presented for the stress and strain by using the finite element method for various shell models of the helmets. The advanced helmet that would provide head protection without causing discomfort to the user when it was worn for long periods of time should be manufactured for increasing the safety and workability of the workers. We need a safe, comfortable and light weight of the helmet shell structure. Thus, the helmets had to stand up to the most rigorous conditions encountered for the fire and gas explosion. The FEM computed results show that when the impulsive force is applied on the summit area of a helmet shell structure, the maximum stress and strain have been occurred around the position of an applied impact force, which may lead to the initial failure on the summit of the helmet shell. Thus, the summit area of the helmet shell should be supported by a bead frame and increased thickness of the bead. But the overall thickness of the helmet is to decrease for the light weight of a helmet.

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