• 제목/요약/키워드: dynamic period

검색결과 1,438건 처리시간 0.028초

다이내믹 토픽 모델링의 의미적 시각화 방법론 (Semantic Visualization of Dynamic Topic Modeling)

  • 연진욱;부현경;김남규
    • 지능정보연구
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    • 제28권1호
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    • pp.131-154
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    • 2022
  • 최근 방대한 양의 텍스트 데이터에 대한 분석을 통해 유용한 지식을 창출하는 시도가 꾸준히 증가하고 있으며, 특히 토픽 모델링(Topic Modeling)을 통해 다양한 분야의 여러 이슈를 발견하기 위한 연구가 활발히 이루어지고 있다. 초기의 토픽 모델링은 토픽의 발견 자체에 초점을 두었지만, 점차 시기의 변화에 따른 토픽의 변화를 고찰하는 방향으로 연구의 흐름이 진화하고 있다. 특히 토픽 자체의 내용, 즉 토픽을 구성하는 키워드의 변화를 수용한 다이내믹 토픽 모델링(Dynamic Topic Modeling)에 대한 관심이 높아지고 있지만, 다이내믹 토픽 모델링은 분석 결과의 직관적인 이해가 어렵고 키워드의 변화가 토픽의 의미에 미치는 영향을 나타내지 못한다는 한계를 갖는다. 본 논문에서는 이러한 한계를 극복하기 위해 다이내믹 토픽 모델링과 워드 임베딩(Word Embedding)을 활용하여 토픽의 변화 및 토픽 간 관계를 직관적으로 해석할 수 있는 방안을 제시한다. 구체적으로 본 연구에서는 다이내믹 토픽 모델링 결과로부터 각 시기별 토픽의 상위 키워드와 해당 키워드의 토픽 가중치를 도출하여 정규화하고, 사전 학습된 워드 임베딩 모델을 활용하여 각 토픽 키워드의 벡터를 추출한 후 각 토픽에 대해 키워드 벡터의 가중합을 산출하여 각 토픽의 의미를 벡터로 나타낸다. 또한 이렇게 도출된 각 토픽의 의미 벡터를 2차원 평면에 시각화하여 토픽의 변화 양상 및 토픽 간 관계를 표현하고 해석한다. 제안 방법론의 실무 적용 가능성을 평가하기 위해 DBpia에 2016년부터 2021년까지 공개된 논문 중 '인공지능' 관련 논문 1,847건에 대한 실험을 수행하였으며, 실험 결과 제안 방법론을 통해 다양한 토픽이 시간의 흐름에 따라 변화하는 양상을 직관적으로 파악할 수 있음을 확인하였다.

진부화(陳腐化) 제품(製品)에 대한 동적(動的)롯트 결정(決定) 모형(模型)에 관한 연구(硏究) (A Study on the Dynamic Lot Size Model for Deteriorating Items)

  • 손권익;노재호
    • 대한산업공학회지
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    • 제12권1호
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    • pp.49-53
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    • 1986
  • A dynamic lot size model is developed for the deteriorating items. The amount of deterioration during a period is assumed to be proportional to the inventory at the end of the period. It is further assumed that deterioration rates can differ among periods. This new model is shown to be equivalent to the general one by simple transformation of some variables. A numerical example is given to illustrate the derived results.

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Conflict in the Shadow of Conflict

  • BANG, SE HOON;KIM, JAESOO
    • KDI Journal of Economic Policy
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    • 제38권4호
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    • pp.95-114
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    • 2016
  • We study how an advantage given to an interim winner in sequential conflicts characterizes dynamic competition between players and influences their payoffs. As the intensity of competition during each period is negatively correlated, perfect security is not necessarily desirable for contending parties. We present results which are widely applicable to various types of dynamic competition, where competition in each period is linked to the interim winner's relative advantage. Policy implications are also discussed in a variety of areas, and several extensions are explored.

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아르데코 시대를 중심으로 한 복식의 색채 이미지에 관한연구 (A Study of the Color Image of Clothing -Selected the period of Art Deco-)

  • 배화여전의상학과
    • 복식
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    • 제22권
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    • pp.119-134
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    • 1994
  • The study was proposed to establish the effective color image planning and to suggest the color combination data for clothing through historic costume. To test the suggested method The Color Image Scale developed in Japan was adapted, For the practical study 21 fashion illustrations of Art Deco period (1910-1930) were selec-ted. Color images analysed from these illustrations were seleted with the key words extracted from political economical social background and art of Art Deco period. Three of the image categories clear modern and dynamic were sutable to express the images of this period. The image categories representing color image of Art Deco costume were dynamic modern classic, casual, clear, nature and gorgeous.

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탄성지반상에 놓인 철근 콘크리트 축대칭 쉘의 정적 및 동적 해석(IV) -축대칭 쉘의 동적 응답에 대한 철근의 영향을 중심으로- (Static and Dynamic Analysis of Reinforced Concrete Axisymmetric Shell on the Elastic Foundation -Effect of Steel on the Dynamic Response-)

  • 조진구
    • 한국농공학회지
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    • 제39권4호
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    • pp.106-113
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    • 1997
  • Dynamic loading of structures often causes excursions of stresses well into the inelastic range, and the influence of the geometric changes on the dynamic response is also significant in many cases. Therefore, both material and geometric nonlinearity effects should be considered in case that a dynamic load acts on the structure. A structure in a nuclear power plant is a structure of importance which puts emphasis on safety. A nuclear container is a pressure vessel subject to internal pressure and this structure is constructed by a reinforced concrete or a pre-stressed concrete. In this study, the material nonlinearity effect on the dynamic response is formulated by the elasto-viscoplastic model highly corresponding to the real behavior of the material. Also, the geometrically nonlinear behavior is taken into account using a total Lagrangian coordinate system, and the equilibrium equation of motion is numerically solved by a central difference scheme. The constitutive relation of concrete is modeled according to a Drucker-Prager yield criterion in compression. The reinforcing bars are modeled by a smeared layer at the location of reinforcements, and the steel layer model under Von Mises yield criteria is adopted to represent an elastic-plastic behavior. To investigate the dynamic response of a nuclear reinforced concrete containment structure, the steel-ratios of 0, 3, 5 and 10 percent, are considered. The results obtained from the analysis of an example were summarized as follows 1. As the steel-ratio increases, the amplitude and the period of the vertical displacements in apex of dome decreased. The Dynamic Magnification Factor(DMF) was some larger than that of the structure without steel. However, the regular trend was not found in the values of DMF. 2. The dynamic response of the vertical displacement and the radial displacement in the dome-wall junction were shown that the period of displacement in initial step decreased with the steel-ratio increases. Especially, the effect of the steel on the dynamic response of radial displacement disapeared almost. The values of DMF were 1.94, 2.5, 2.62 and 2.66, and the values increased with the steel-ratio. 3. The characteristics of the dynamic response of radial displacement in the mid-wall were similar to that of dome-wall junction. The values of DMF were 1.91, 2.11, 2.13 and 2.18, and the values increased with the steel-ratio. 4. The amplitude and the period of the hoop-stresses in the dome, the dome-wall junction, and the mid-wall were shown the decreased trend with the steel-ratio. The values of DMF were some larger than those of the structure without steel. However, the regular trend was not found in the values of DMF.

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비구조요소의 내진설계를 위한 등가정적 층가속도 평가 (Evaluation of Equivalent-Static Floor Acceleration for Seismic Design of Non-Structural Elements)

  • 전수찬;이철호;배창준;김성용
    • 대한건축학회논문집:구조계
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    • 제36권3호
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    • pp.121-128
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    • 2020
  • In this paper, the ASCE 7 equivalent static approach for seismic design of non-structural elements is critically evaluated based on the measured floor acceleration data, theory of structural dynamics, and linear/nonlinear dynamic analysis of three-dimensional building models. The analysis of this study on the up-to-date database of the instrumented buildings in California clearly reveals that the measured database does not well corroborate the magnitude and the profile of the floor acceleration as proposed by ASCE 7. The basic flaws in the equivalent static approach are illustrated using elementary structural dynamics. Based on the linear and nonlinear dynamic analyses of three-dimensional case study buildings, it is shown that the magnitude and distribution of the PFA (peak floor acceleration) can significantly be affected by the supporting structural characteristics such as fundamental period, higher modes, structural nonlinearity, and torsional irregularity. In general, the equivalent static approach yields more conservative acceleration demand as building period becomes longer, and the PFA distribution in long-period buildings tend to become constant along the building height due to the higher mode effect. Structural nonlinearity was generally shown to reduce floor acceleration because of its period-lengthening effect. Torsional floor amplification as high as 250% was observed in the building model of significant torsional irregularity, indicating the need for inclusion of the torsional amplification to the equivalent static approach when building torsion is severe. All these results lead to the conclusion that, if permitted, dynamic methods which can account for supporting structural characteristics, should be preferred for rational seismic design of non-structural elements.

확률론적 지진하중에 의한 모멘트 골조의 동적 거동평가 (Evaluation of Dynamic Behavior of moment resisting frame under probabilistic ground motions)

  • 권오성;한상환
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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    • pp.565-570
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    • 2001
  • Base shear and roof drift relation was acquired from experiment of 3 story ordinary moment resisting frame which was designed using gravity loads. To evaluate the dynamic behavior of the frame, analytical model was generated from experimental result. Dynamic analysis was performed using the analytical model subjected to earthquake ground motions with 500, 1000, and 2400 years of return period. And capacity spectrum method was adopted to find the performance points of the frame. Both dynamic analysis and CSM showed that the performance of the frame meet the life safety objectives suggested by FEMA 273 and ATC 40.

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선형계획을 이용한 동적 생산계획 모형의 분석 (Analysis of Dynamic Production Planning Model Using Linear Programming)

  • 장석화
    • 대한산업공학회지
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    • 제19권3호
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    • pp.71-79
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    • 1993
  • Dynamic production planning problems are to determine the optimal production times and production quantities of product for discrete finite periods. In previous many researches, the solutions for these problems have been developed through the algorithms using dynamic programming. The purpose of this research is to suggest the new algorithm using linear programming. This research is to determine optimal production quantities of product in each period to satisfy dynamic for discrete finite periods, minimizing the total of production cost and inventory holding cost. Cost functions are concave, and no backlogging for product is allowed. The new algorithm for capacity constrained problem is developed.

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주요 원유 현물가격간의 비선형 동적조정에 관한 연구 (A Study on Nonlinear Dynamic Adjustment of Spot Prices of Major Crude Oils)

  • 박해선;이상직
    • 자원ㆍ환경경제연구
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    • 제24권4호
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    • pp.657-677
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    • 2015
  • 본 연구는 3가지 상태 threshold 벡터오차수정모형(three-regime threshold vector error correction model)을 활용하여 WTI, Brent, Dubai 등 세계 3대 마커(marker)원유의 현물 유가 간 비선형 동적조정 과정에 대해 분석하였다. 이를 위하여 2000년 1월 3일부터 2014년 12월 31일까지의 일별가격을 이용하였으며 WTI가 급격히 하락하기 시작한 2010년을 기준으로 전기와 후기로 구분하여 WTI-Brent와 WTI-Dubai 그리고 Brent-Dubai의 세 조합에 대해 실증분석하였다. 전기에는 세 조합 모두 양 시장 간 비선형적 동적조정이 이루어지고 있으나, 후기에서는 WTI-Brent를 제외한 WTI-Dubai 조합과 Brent-Dubai 조합에서만 비선형적 동적조정과정이 이루어지고 있는 것이 관찰되었다. 또한 WTI-Dubai 조합과 Brent-Dubai 조합에 대해 전기와 후기의 거래비용 추정결과를 보면 후기에서 시장 간의 거래비용이 전기에 비해 축소되었음을 확인하였다.

동적계획법을 이용한 선박용기기 및 부품의 최적보전시기 결정에 관한 연구 (A Study on the Descision of Optimal Maintenance Period of Ship's Machineries using Dynamic Programming)

  • Hachiro Kido,
    • Journal of Advanced Marine Engineering and Technology
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    • 제23권6호
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    • pp.785-793
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    • 1999
  • There are two kinds of method in ship maintenance. One is the corrective maintenance and the other is the preventive maintenance. For these maintenances recently the stochastic techniques are widely used to keep the maximum availibility and the optimal maintenance period minimizing a given cost function. Thus this paper suggest a method to decide the optimal policy of ship's maintenances by using dynamic programming and the effectiveness of the method is verified through several examples in which failure rates and maintenance data of ship's machineries and parts are given.

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