• Title/Summary/Keyword: Mix-Method

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facial Expression Animation Using 3D Face Modelling of Anatomy Base (해부학 기반의 3차원 얼굴 모델링을 이용한 얼굴 표정 애니메이션)

  • 김형균;오무송
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.7 no.2
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    • pp.328-333
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    • 2003
  • This paper did to do with 18 muscle pairs that do fetters in anatomy that influence in facial expression change and mix motion of muscle for face facial animation. After set and change mash and make standard model in individual's image, did mapping to mash using individual facial front side and side image to raise truth stuff. Muscle model who become motive power that can do animation used facial expression creation correcting Waters' muscle model. Created deformed face that texture is dressed using these method. Also, 6 facial expression that Ekman proposes did animation.

Two Pieces Extension of the Bass Diffusion Model (Bass 확산모형의 이분 확장)

  • Hong, Jung-Sik;Eom, Seok-Jun
    • Journal of the Korean Operations Research and Management Science Society
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    • v.34 no.4
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    • pp.15-26
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    • 2009
  • Bass diffusion model have played a central role in studying the diffusion of the new products since 1969, the year of publication of Bass model. Almost 750 publications based on the Bass diffusion model have explored extensions and applications. Extension models can be divided into two types. One is the model containing marketing-mix variables and the other is the model containing additional parameters. This paper presents another extension model of the latter type. Our model allows the time varying coefficients of innovation and imitation. Two pieces approximation of time varying coefficients is introduced and it's parameters are estimated based on NLS(Non-Linear Mean Square) method. Empirical studies are performed and the results show that our model is superior to the basic Bass model and the NUI(Non-Uniform Influence) model which is the well-known extension of the Bass model. The model developed in this paper is, also, transformed into the Bass model with the ready potential adopters in order to enhance the descriptive power.

A Study on an Evaluation Model of Computer Aided Software Engineering Tools by Combining Data Envelopment Analysis With Analytic Hierarchy Process (DEA와 AHP를 혼용한 소프트웨어공학 지원도구 평가 모형 연구)

  • Lee, Jung-Sook;Kim, Woo-Je
    • Journal of Information Technology Services
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    • v.8 no.2
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    • pp.173-187
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    • 2009
  • CASE tools are complex software products offering many different features. Systems professionals have evaluated various CASE products from a feature and attribute basis. Each product has a different mix of strengths and weaknesses as perceived by the end user. Specific CASE tools support different steps of the applications development process as well as varying methodologies. In this paper we develop a method for evaluating CASE tools. The model has an analytic hierarchy process for evaluating CASE tools in terms of functionality, management efficiency, and support ability of provider, and a data envelopment analysis for overall evaluation considering cost and AHP results. We applied the developed model to a real world case study.

Optimal Immobilization of Penicillinase for Ion-selective Electrode

  • Hur, Moon-Hye;Kang, Hee-Jin;Min, Hye-Young;Lee, Ji-Yeun;Lee, Ki-Hyun;Ahn, Moon-Kyu
    • Archives of Pharmacal Research
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    • v.20 no.1
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    • pp.68-71
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    • 1997
  • Penicillin sensor was prepared by immobilizing penicillinase (Pcase) on $H^{+}$-selective carboxylated poly (vinyl chloride) (PVC-COOH) membrane or cellulose filter membrane. The immobilization techniques are as follows. Pcase was immobilized with GTH on $H^{+}$-selective PVC-COOH membrane or some amount of BSA was dropped on that membrane. Another method to make immobilization is to mix type I Pcase with GTH and drop on a cellulose filter membrane. According to immobilization techniques, there were some differences in response properties of enzyme electrodes, however, all electrodes responded to Pcase-resistant penicillin derivatives. Pcase immobilized on cellulose filter membrane with $H^{+}$-selective PVC membrane eletrode was more stable and more sensitive to penicillinase-resistant penicillin derivatives than any other immobilization techniques.

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Remediation of A DNAPL Contaminated Site Using Containment WALL (차단벽을 이용한 DNAPL 오염지역의 복구)

  • Lee, Kwang-Yeol;Joo, Wan-Ho
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 1998.11a
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    • pp.81-85
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    • 1998
  • In the present study, the design method of containment walls is proposed by utilizing an existing site. The selected remedy for the Source Area of Operable Unit 2 at Hill Air Force Base stipulated containment of the pure-phase trichloroethylene contamination. The in-place-mixed wall construction was selected because of the irregular topography, small area of the site, and the requirement to reach depths of greater than 90 feet below ground surface. Bench-scale compatibility studies were performed for the containment wall mix design on three commercial bentonite clays. The samples were subject to screening tests and long-term tests for evaluation of changed soil properties when exposed to the contaminated groundwater.

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Navigational Channel Capacity Models (항해수로 능력산정 모형 검토)

  • 임진수
    • Journal of Korean Society of Transportation
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    • v.8 no.1
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    • pp.5-15
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    • 1990
  • As a result of the lack of methodology for the determination of navigational channel capacity and the consequence lack of effective management of traffic, navigational channels are often grossly underutilized or highly congested. The traditional rule of first-come-first-served admission of vessels to channels is not efficient as it assumes equal time intervals between entrance of consecutive vessels. A new vessel traffic management system is developed in this research and methodologies to measure the improvement in the channel capacity are developed. Methodology to measure the channel performances for three queue disciplines are developed. The effects of changes in major factors on the channel capacity model such as channel length, fleet mix and arrival rate, as well as changes in strategy are analyzed. Under given channel conditions, best strategy are recommended. Also, a method for effective stochastic channel capacity simulation was developed. The results of analysis and as ertions are compared with the results of simulation runs to prove their applicability.

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The Fabrication of the 0.1$\mu\textrm{m}$ NMOSFET by E-beam Lithography (E-beam lithography를 이용한 0.1$\mu\textrm{m}$ NMOSFET 제작)

  • 유상기;김여환;전국진;이종덕
    • Journal of the Korean Institute of Telematics and Electronics A
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    • v.31A no.1
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    • pp.61-64
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    • 1994
  • The NMOSFET with gate length of 0.1$\mu$m is fabricated by mix-and-match method. In this device, the electron beam lithography is used to form the gate layer, while other layers are formed by the stepper. The gate oxide is 7nm thick, and the device structure is normal LDD structure. The saturation Gm for gate length of 0.1$\mu$m is 246mS/mm. The subthreshold slope is 180mV/decade for 0.1$\mu$m gate length, but the slope is 80mV/decade for 0.3$\mu$m gate length.

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The Application of Hydration Heat to Form Removal of Lining Concrete in Tunnel (수화열을 고려한 터널 라이닝 콘크리트 거푸집 탈형)

  • Lee, Jong-Kil;Jung, Hyung-Mok;Kim, Kook-Han;Namgoong, Yeong-Hwan;Park, Chan-Kyu
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.11a
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    • pp.347-350
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    • 2005
  • The strength level for removal of lining concrete in tunnel is increased from 2.94MPa to 4.9MPa in 2004. This result in the increase of concrete curing time, and construction time would be delayed. In this study, in order to improve the efficiency of construction cycle and satisfy the strength criterion, a curing method is adopted, which is considering the hydration heat in the lining concrete member. As a result, it is shown that the concrete curing time for form removal is about 20hrs without the adjustment of concrete mix design. And construction cycle time is not changed compared to that before the change of strength criterion.

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Characterization of Length change and Free-Thaw Resistance of Recycled Aggregate Concrete (재생골재콘크리트의 길이변화 및 동결융해 저항성에 대한 실험적 특성 고찰)

  • Sim, Jong-Sung;Park, Cheol-Woo;Park, Sung-Jae;Kim, Kil-Jung;Kim, Tae-Gwang
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05b
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    • pp.109-112
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    • 2006
  • Social and environmental pressures draw greater significance on the recycling of the waste. Particularly, waste concrete is particularly crucial among the construction wastes in terms of conservation of natural construction resources as well as disposal crisis. The technology to recycle the waste concrete has been improved. This study has various replacement levels of natural fine aggregate with recycled fine aggregate while coarse aggregate is completely replaced with the recycled coarse aggregate and herein fundamental properties investigated include compressive strength, shrinkage and dynamic modulus of elasticity. As a result, it is anticipated that the recycled aggregate concrete can be successfully applied to structural concrete members provided a proper recycling process, mix design and curing method are practiced.

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A Study of Impact Resistance for Concrete Segmented Composites (콘크리트 분절 복합체의 충격저항 성능에 관한 연구)

  • Kim, Youl-Hee;Min, Kyung-Hwan;Lee, Jae-Seong;Yoon, Young-Soo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.13-14
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    • 2009
  • Segmented composite is known that resists at static and impact load well. In this study, segmented composite was evaluated by static and impact load test. Additionally, finite element analysis method was employed and optimal mix of mortar was developed. Therefore, impact resistance shows aspect that is influenced by interaction of interface and layout of segmented blocks.

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