• 제목/요약/키워드: Fujita method

검색결과 62건 처리시간 0.029초

LOW-DISLOCATION-DENSITY LARGE-DIAMETER GaAs SINGLE CRYSTAL GROWN BY VERTICAL BOAT METHOD

  • Kawase, Tomohiro;Tatsumi, Masami;Fujita, Keiichiro
    • 한국결정성장학회:학술대회논문집
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    • 한국결정성장학회 1999년도 PROCEEDINGS OF 99 INTERNATIONAL CONFERENCE OF THE KACG AND 6TH KOREA·JAPAN EMG SYMPOSIUM (ELECTRONIC MATERIALS GROWTH SYMPOSIUM), HANYANG UNIVERSITY, SEOUL, 06월 09일 JUNE 1999
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    • pp.129-157
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    • 1999
  • Low-dislocation-density large-diameter GaAs single crystals with low-residual-strain have been strongly required. We have developed dislocation-free 3-inch Si-doped GaAs crystals for photonic devices [1], and low-dislocation-density low-residual-strain 4-inch to 6-inch [2, 3] semi-insulating GaAs crystals for electronic devices by Vertical Boat (VB) technique. We confirmed that VB substrates with low-residual-strain have higher resistance against slip-line generation during MBE process. VB-GaAs single crystals show uniform radial profile of resistivity reflecting to the flat solid-liquid interface during the crystal growth. Uniformity of micro-resistivity of VB-GaAs substrate is much better than that of the LEC-GaAs substrate, which is due to the low-dislocation-density of VB-GaAs single crystals.

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Robust passive damper design for building structures under uncertain structural parameter environments

  • Fujita, Kohei;Takewaki, Izuru
    • Earthquakes and Structures
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    • 제3권6호
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    • pp.805-820
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    • 2012
  • An enhanced and efficient methodology is proposed for evaluating the robustness of an uncertain structure with passive dampers. Although the structural performance for seismic loads is an important design criterion in earthquake-prone countries, the structural parameters such as storey stiffnesses and damping coefficients of passive dampers are uncertain due to various factors or sources, e.g. initial manufacturing errors, material deterioration, temperature dependence. The concept of robust building design under such uncertain structural-parameter environment may be one of the most challenging issues to be tackled recently. By applying the proposed method of interval analysis and robustness evaluation for predicting the response variability accurately, the robustness of a passively controlled structure can be evaluated efficiently in terms of the so-called robustness function. An application is presented of the robustness function to the design and evaluation of passive damper systems.

경피적 고주파열응고법에 의한 흉부교감신경절차단 (Percutaneous Radiofrequency Thoracic Sympathectomy)

  • 윤덕미;이시자끼 게이지;후지다 다쓰지
    • The Korean Journal of Pain
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    • 제8권1호
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    • pp.74-77
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    • 1995
  • Upper thoracic sympathectomy is valuable for patients with vascular occlusive disease and other painful upper extremity diseases. We performed 10 upper thoracic sympahthectomies by percutaneous radiofrequency destruction in painful disorder of upper extremity. Patients were supine and the needle was inserted paratracheally under C-arm fluoroscope. The second and third thoracic sympathetic gangla were destructed by radiofrequency lesion generator. Each lesion was made with a tip temperature of $90^{\circ}C$, 90 seconds. Good to excellent results were achieved in all patients without any adverse effect. Seven patients revealed complete sympatholytic effect and other three patients were showen signs of partial sympathetic block. Two patients were persisted sympatholytic effect for 18month in and other 5 patients were persisted sympatholytic effect at present (follow up period: mean 5.8 mon). Percutaneous radiofrequency upper thoracic sympathectomy with anterior paratracheal approach is an effective and a safe method.

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An evolutionary algorithm for optimal damper placement to minimize interstorey-drift transfer function in shear building

  • Fujita, Kohei;Yamamoto, Kaoru;Takewaki, Izuru
    • Earthquakes and Structures
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    • 제1권3호
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    • pp.289-306
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    • 2010
  • A gradient-based evolutionary optimization methodology is presented for finding the optimal design of viscous dampers to minimize an objective function defined for a linear multi-storey structure. The maximum value along height of the transfer function amplitudes for the interstorey drifts is taken as the objective function. Since the ground motion includes various uncertainties, the optimal damper placement may be different depending on the ground motion used for design. Furthermore, the transfer function treated as the objective function depends on the properties of structural parameters and added dampers. This implies that a more robust damper design is desired. A reliable and robust damping design system against any unpredictable ground motions can be provided by minimizing the maximum transfer function. Such design system is proposed in this paper.

THE FUKUSHIMA DISASTER - SYSTEMIC FAILURES AS THE LACK OF RESILIENCE

  • Hollnagel, Erik;Fujita, Yushi
    • Nuclear Engineering and Technology
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    • 제45권1호
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    • pp.13-20
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    • 2013
  • This paper looks at the Fukushima disaster from the perspective of resilience engineering, which replaces a search for causes with an understanding of how the system failed in its performance. Referring to the four resilience abilities of responding, monitoring, learning, and anticipating, the paper focuses on how inadequate engineering anticipation or risk assessment during the design, in combination with inadequate response capabilities, precipitated the disaster. One lesson is that systems such as nuclear power plants are complicated, not only in how they function during everyday or exceptional conditions, but also during their whole life cycle. System functions are intrinsically coupled synchronically and diachronically in ways that may affect the ability to respond to extreme conditions.

전기적 펄스를 이용한 폐콘크리트로부터의 재생골재 분리 연구 (Electrical pulse separation of construction materials)

  • 유광석;안지환;;한기천
    • 한국자원리싸이클링학회:학술대회논문집
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    • 한국자원리싸이클링학회 2005년도 춘계임시총회 및 제25회 학술발표대회
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    • pp.109-112
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    • 2005
  • The electrical pulse separation of concrete samples for the recycling purpose has been investigated by the electrical disintegration method using the discharged high voltageimpulse. First, when the consumed energy increased in electrical crushing, fracture section area increased clearly. This result suggests that crushing energy was consumed efficiently. Secondly, when conventional crushing after electrical disintegration is compared with only conventional crushing, gravels are more stable after electrical crushing. Thus, electrical crushing makes it easy to recover gravels from wasted concrete. In the next year, more efficient recovery of gravel for wasted concrete by electrical disintegration will be investigated. Thus, actual wasted concrete crushing by electrical separation and combination of conventional crushing will be carried out.

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INTRODUCTION OF THREE FUNCTIONAL MODELS MATCHED TO THE STOCHASTIC RESPONSE EVALUATION OF ACOUSTIC ENVIRONMENTAL SYSTEM AND ITS APPLICATION TO A SOUND INSULATION SYSTEM

  • Ohta, Mitsuo;Fujita, Yoshifumi
    • 한국음향학회:학술대회논문집
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    • 한국음향학회 1994년도 FIFTH WESTERN PACIFIC REGIONAL ACOUSTICS CONFERENCE SEOUL KOREA
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    • pp.686-691
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    • 1994
  • For evaluating the response fluctuation of the actual environmental acoustic system excited by arbitrary random inputs, it is important to predict a whole probability distribution form closely connected with evaluation indexes Lx, Leq and so on. In this paper, a new type evaluation method is proposed by introducing three functional models matched to the prediction of the response probability distribution from a problem-oriented viewpoint. Because of the positive variable of the sound intensity, the response probability density function can be reasonably expressed theoretically by a statistical Laguerre expansion series form. The relationship between input and output is described by the regression relationship between the distribution parameters(containing expansion coefficients of this expression) and the stochastic input. These regression functions are expressed in terms of the orthogonal series expansion and their parameters are determined based on the least-squares error criterion and the measure of statistical independency.

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Regulation of Melanogenesis as Studied by Chemical Analysis of Melanins

  • Ito, Shosuke
    • 대한화장품학회지
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    • 제26권2호
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    • pp.41-50
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    • 2000
  • - Biochemical studies show that in the process of mixed melanogenesis, cysteinyldopas are produced first which are next oxidized to give pheomelanin. After all of the cysteine is consumed, eumelanin is then deposited on the preformed pheomelanin. - In vitro and in vivo studies show that tyrosinase activity is the most important factor that regulates the switch of melanogenesis, with higher activities increasing melanogenesis, especially eumelanogenesis. - In culturted melanocytes, the tyrosine to cysteine ratio is critical in determining the eumelanin to pheomelanin ratio. - Our HPLC method to analyze eumelanin and pheomelanin has become a useful tool in the study of melanogenesis regulation. There are many problems to be solved before we fully understand the regulation of melanogenesis. Mutations in mouse models are ideal models for studying the genetic and molecular control of melanogenesis. Even in the mouse models, it is not known how cysteine is excluded from being incorporated into melanins in black and other eumelaninc mice, Conversely, it is not known how cysteine is continuously incorporated into pheomelanin in lethal yellow and recessive yellow mice.

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Simultaneous optimal damper placement using oil, hysteretic and inertial mass dampers

  • Murakami, Yu;Noshi, Katsuya;Fujita, Kohei;Tsuji, Masaaki;Takewaki, Izuru
    • Earthquakes and Structures
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    • 제5권3호
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    • pp.261-276
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    • 2013
  • Oil, hysteretic and inertial mass dampers are representatives of passive dampers used for smart enhancement of seismic performance of building structures. Since oil dampers have a nonlinear relief mechanism and hysteretic dampers possess nonlinear restoring-force characteristics, several difficulties arise in the evaluation of buildings including such dampers. The purpose of this paper is to propose a practical method for simultaneous optimal use of such dampers. The optimum design problem is formulated so as to minimize the maximum interstory drift under design earthquakes in terms of a set of damper quantities subject to an equality constraint on the total cost of dampers. The proposed method to solve the optimum design problem is a successive procedure which consists of two steps. The first step is a sensitivity analysis by using nonlinear time-history response analyses, and the second step is a modification of the set of damper quantities based upon the sensitivity analysis. Numerical examples are conducted to demonstrate the effectiveness and validity of the proposed design method.

Influence of the Internal Current on the Sintering Behavior of ZnO Ceramics Sintered by PCS Method

  • Misawa, Tatsuya;Shikatani, Noboru;Kawakami, Yuji;Enjoji, Takashi;Ohtsu, Yasunori;Fujita, Hiroharu
    • 한국분말야금학회:학술대회논문집
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    • 한국분말야금학회 2006년도 Extended Abstracts of 2006 POWDER METALLURGY World Congress Part 1
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    • pp.538-539
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    • 2006
  • The influence of the internal current for the ZnO ceramics on the sintering behavior by pulse current sintering (PCS) method was investigated. To clear the dependence of inner current on the sintering behavior of ZnO ceramics, direct measurement of electric resistance of ZnO specimen under sintering by SPS device was carried out. It was observed that electric resistance of specimen decreases with increase in the temperature. The electric resistance begins to decrease from the low temperature of $200^{\circ}C$. The internal structure of sintered ZnO ceramics changed by the control of the internal current in the specimen using $Al_2O_3$ plate.

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