• 제목/요약/키워드: The reasonable design stage

검색결과 138건 처리시간 0.03초

A Study on How General Super Markets Affect Traditional Markets Performance

  • Yoo, Byong-Kook;Kim, Soon-Hong
    • 유통과학연구
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    • 제15권11호
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    • pp.49-57
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    • 2017
  • Purpose - In Korea, general super markets have a great impact on the market performance of traditional markets. We propose a modified two stage DEA model for evaluating the performance of traditional markets in Incheon, Korea by identifying the influence of external environmental factors including the presence of general super markets as non-discretionary variables in DEA. Research design, data, and methodology - After obtaining bias-corrected estimates of original DEA efficiency scores using the input and output data of 49 traditional markets, we regress them on several external environmental factors by bootstrap-truncated regression. Results - We obtain bias-corrected efficiency scores from the original DEA efficiency scores by bootstrap and among the five environmental factors, the residential population and the presence of general super markets or SSMs can be considered as the driving forces influencing bias-corrected efficiency scores, positively and negatively, respectively. Conclusions - When DEA efficiency scores tend to be overestimated, we need to use a biased-corrected efficiency score by bootstrap. It is important to note that the efficiency of traditional markets can be largely influenced by external environmental factors such as the presence of general super markets or SSMs that traditional markets can not control. Therefore, it is desirable to consider such environmental factors appropriately for a reasonable performance evaluation.

Geotelrtile 보강사면의 안정도표개발에 관한 연구 (A Study on the Development of Stability Charts for Reinforced Embankments by Geotextile)

  • 서인식
    • 한국지반공학회지:지반
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    • 제13권4호
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    • pp.67-74
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    • 1997
  • 본 논문은 연약한 기초지반 위의 토목섬유 보강제방의 2차원 안정해석을 산정하는 결정론적 모델을 제시한다. 본 연구에서 가능파괴면은 대수나선으로 가정되었다. 반복계산을 수행하기 위하여 보강제방의 정하여진 안전율에 필요한 보강재의 인장력을 산정하는 프로그램이 개발되었으며, 이 프로그램은 여러개의 토층과 토질로 이루어진 상황에서도 사용될 수 있다. 도식화된 단면에 대하여 많은 계산결과들이 만들어 졌으며, 그 결과들로서 안정도표를 만들었으며, 이것은 가능파괴면을 원호로 가정한 결과들과 비교되어진다. 예비설계단계에서 이러한 도표들을 이용하여 보강사면에 대한 비교적 정확한 안전율을 근사적으로 구할 수 있으며, 실시설계단계에서는 개발된 프로그램에 의하여 정확한 결과를 산정할 수 있다.

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싸이리스타 소자의 직렬연결형 고전압 스위치스택 개발 (Development of High Voltage Switch Stack with Thyristors Stacked in Series)

  • 손윤규;오종석;장성덕;조무현;노성채
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1999년도 하계학술대회 논문집 F
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    • pp.2597-2600
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    • 1999
  • Semiconductor devices can be series stacked for the application of high voltage switching. It can provide high reliability and long lifetime by the safe design with a reasonable margin. The equal voltage distribution at solid-state switches in series should be guaranteed. Static and dynamic voltage division, over current protection must be considered carefully in the design stage. A fast switching thyristor is a good candidate for the high power pulse applications. A high voltage switching module is designed and tested. Its specifications are working voltage of 70 kV, switching pulse width of 120${\mu}s$, peak switching current of 220A, maximum repetition rate of 200pps. The module can be series connected to get higher working voltage. This paper presents the design details and the test results are compared with expected circuit simulations.

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추진체계 개념설계단계에서 불확실성 고려방법에 대한 연구 (Uncertainty Quantification of Propulsion System on Early Stage of Design)

  • 안중기;엄기인;이호일
    • 한국추진공학회지
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    • 제22권5호
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    • pp.73-80
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    • 2018
  • 고속 추진체계의 개발 초기는 자료의 부족, 비용 제약, 지상에서 실제 비행환경 모사의 어려움 등으로 불확실 요소들을 확률분포의 형태로 모델링하기 어려운 실정이다. 이러한 이유로 본 연구에서는 이중연소 램제트를 대상으로 전문가들의 경험에 의한 연소효율 정보를 수집하여 이를 에비던스 이론으로 모델링하여 불확실성을 정량화 하였다. 정량화한 불확실성 정보를 이용하여 흡입구와 연소기의 출구면적에 대하여 추력여유와 열질식의 불확실성을 고려한 신뢰성 최적설계를 수행하였다. 한정된 불확실 정보를 가지고 엔진의 개념설계가 가능함을 확인할 수 있었다.

추진체계 개념설계단계에서 불확실성 고려방법에 대한 연구 (Uncertainty Quantification of Propulsion System on Early Stage of Design)

  • 안중기;엄기인;이호일
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2017년도 제48회 춘계학술대회논문집
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    • pp.258-265
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    • 2017
  • 고속추진체계의 시험평가에는 많은 비용과 시간이 필요하므로 시험자료의 양은 항상 부족하고, 설사 있더라도 지상시험 환경이 실제 비행조건과 일치하는 경우가 드물다. 이러한 이유로 설계자들은 설계결과에 대한 불확실성을 정량적인 확률로 제시하는데 어려움을 가지고 있다. 본 논문에서는 Evidence 기법을 이용하여, 시험자료 대신 개발자들의 경험과 공학적인 지식을 바탕으로 불확실성을 모델링하는 방법을 연구하였다. 연소효율은 이중연소램제트 엔진의 초기설계단계에서 가장 예측하기 어려운 변수중의 하나이다. 유사분야의 경험을 가진 설계자들이 이 값을 제시하는 것으로 가정하여 이중연소램제트 엔진의 설계결과에 대한 불확실성을 산출하였다. 나아가 흡입구와 연소기 출구면적으로 설계변수로, 추력성능과 thermal choking의 가능성을 제약함수로 하는 신뢰성 최적설계를 수행함으로써 시스템의 안전성을 확보하면서 최적의 성능을 얻을 수 있는 설계기법을 탐색하였다.

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프리스트레스 콘크리트 거더의 LCA기반 환경영향 분석 (LCA-based Environmental Impact Analysis for Prestressed Concrete Girders)

  • 최경찬;김도훈;박진영;김병수
    • 대한토목학회논문집
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    • 제40권1호
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    • pp.69-76
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    • 2020
  • 도로의 부속시설인 교량은 시공과정에서 콘크리트 및 강재와 같이 환경영향이 큰 자원을 다량 소비하며 이로 인해 큰 환경적 부담을 발생시킨다. 교량의 시공으로 인해 발생하는 환경영향을 줄이기 위해서는 초기 설계단계에서 합리적인 자료를 토대로 환경영향에 대한 검토가 수행되어야 한다. 이 연구는 초기 설계단계의 교량형식 선정과정에서 LCA (Life Cycle Assessment) 기반의 환경영향평가가 가능한 기초자료를 제공하고자 하였다. 이를 위해 기 시공된 4가지 형식(일반 PSC거더, IPC거더, e-Beam, DR거더)의 PSC교량에 대한 설계자료를 수집하고 LCA를 수행하여 환경부하 원단위값과 영향요인을 분석하였다. 분석결과 IPC거더의 환경영향이 가장 작게 나타났고, e-Beam의 환경영향은 IPC거더 보다 133.7% 크게 평가되었다. 또한 콘크리트, 철근, PC강연선, 각재, 쉬즈관, 강판이 PSC거더 전체 환경영향의 약 98.5%를 발생시키는 주요인자로 도출되었다.

Study on Aerodynamic Optimization Design Process of Multistage Axial Turbine

  • Zhao, Honglei;Tan, Chunqing;Wang, Songtao;Han, Wanjin;Feng, Guotai
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2008년 영문 학술대회
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    • pp.130-135
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    • 2008
  • An aerodynamic optimization design process of multistage axial turbine is presented in this article: first, applying quasi-three dimensional(Q3D) design methods to conduct preliminary design and then adopting modern optimization design methods to implement multistage local optimization. Quasi-three dimensional(Q3D) design methods, which mainly refer to S2 flow surface direct problem calculation, adopt the S2 flow surface direct problem calculation program of Harbin Institute of Technology. Multistage local optimization adopts the software of Numeca/Design3D, which jointly adopts genetic algorithm and artificial neural network. The major principle of the methodology is that the successive design evaluation is performed by using an artificial neural network instead of a flow solver and the genetic algorithms may be used in an efficient way. Flow computation applies three-dimensional viscosity Navier Stokes(N-S) equation solver. Such optimization process has three features: (i) local optimization based on aerodynamic performance of every cascade; (ii) several times of optimizations being performed to every cascade; and (iii) alternate use of coarse grid and fine grid. Such process was applied to optimize a three-stage axial turbine. During the optimization, blade shape and meridional channel were respectively optimized. Through optimization, the total efficiency increased 1.3% and total power increased 2.4% while total flow rate only slightly changed. Therefore, the total performance was improved and the design objective was achieved. The preliminary design makes use of quasi-three dimensional(Q3D) design methods to achieve most reasonable parameter distribution so as to preliminarily enhance total performance. Then total performance will be further improved by adopting multistage local optimization design. Thus the design objective will be successfully achieved without huge expenditure of manpower and calculation time. Therefore, such optimization design process may be efficiently applied to the aerodynamic design optimization of multistage axial turbine.

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Stress analysis of a new steel-concrete composite I-girder

  • Wang, Yamin;Shao, Yongbo
    • Steel and Composite Structures
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    • 제28권1호
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    • pp.51-61
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    • 2018
  • A new I-girder consisted of top concrete-filled tubular flange and corrugated web has been proved to have high resistance to both global buckling of the entire girder and local buckling of the web. This study carries out theoretical analysis and experimental tests for this new I-girder to investigate the stress distribution in the flanges and in the corrugated web. Based on some reasonable assumptions, theoretical equations for calculating the normal stress in the flanges and the shear stress in the corrugated web are presented. To verify the accuracy of the presented equations, experimental tests on two specimens were carried out, and the experimental results of stress distribution were used to assess the theoretical prediction. Comparison between the two results indicates that the presented theoretical equations have enough accuracy for calculating the stress in the new I-girder, and thus they can be used reliably in the design stage.

메타버스 프레임워크와 구성요소 (Metaverse Framework and Building Block)

  • Kang, Young-myoung
    • 한국정보통신학회논문지
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    • 제25권9호
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    • pp.1263-1266
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    • 2021
  • The global Covid-19 pandemic has been accelerating the transition to the digital environment that enables providing consistent services without being affected by physical location or various circumstances. The Metaverse might be the representative realization reflecting this trend. In this paper, we introduce the potential core stacks consisting of the Metaverse framework in brief and explain why the open Metaverse framework is an adequate and reasonable design choice to support diverse platforms and multiple instances of the virtual world. Since the development of the open Metaverse framework is indeed in a very early stage, achieving technical completeness in each building block of the open Metaverse is crucial. Considering the expansion and spread of the Metaverse in the future, intensive standardization studies on the open Metaverse framework are exigent and indispensable.

Ductility of open piled wharves under reversed cyclic loads

  • Yokota, Hiroshi;El-Bakry, Hazem M.F.
    • Structural Engineering and Mechanics
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    • 제12권6호
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    • pp.615-632
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    • 2001
  • Ductility of open piled wharves under reversed cyclic loads has been investigated. Experimental testing of five wharf models having a scale of about 1:4 was conducted under the application of horizontal reversed cyclic loading. The experiments were designed to focus on the horizontal ultimate load, ductility and failure mode of the considered wharf models. Nonlinear numerical analyses using the finite element method were also performed on numerical models representing the experimentally tested wharves. The results of the experimental tests showed that open piled wharves possessed favourable ductile behaviour and that their load bearing capacity did not depreciate until a ductility factor of 3 to 4 was reached. The numerical analysis showed that the relative rotation that took place at the joints between the steel piles and the R.C. beam was responsible for a considerable portion of the total horizontal deformation of the wharves. Therefore, it was concluded that introducing the joint stiffness in calculating the deformations of open piled wharves was important to achieve reasonable accuracy.