• 제목/요약/키워드: Reanalysis Technique

검색결과 36건 처리시간 0.027초

이산형 변수를 이용한 뼈대구조물의 다단계 최적설계 (Multi-Level Optimization for Steel Frames using Discrete Variables)

  • 조효남;민대용;박준용
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2000년도 가을 학술발표회논문집
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    • pp.115-124
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    • 2000
  • An efficient multi-level (EML) optimization algorithm using discrete variables of framed structures is proposed in this paper. For the efficiency of the proposed algorithm multi-level optimization techniques using a decomposition method that separates both system-level and element-level are incorporated in the algorithm In the system-level, to save the numerical efforts an efficient reanalysis technique through approximated structural responses such as moments and frequencies with respect to intermediate variables is proposed in the paper. Sensitivity analysis of dynamic structural response is executed by automatic differentiation (AD) that is a powerful technique for computing complex or implicit derivatives accurately and efficiently with minimal human effort. In the element-level, to use AISC W-sections a section search algorithm is introduced. The efficiency and robustness of the EML algorithm, compared with a conventional multi-level (CML) algorithm and single-level genetic algorithm is successfully demonstrated in the numerical examples.

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유한요소 모델의 절점 활성화 기법 : Ⅰ. 이론 (Node Activation Technique for Finite Element Model : Ⅰ. Theory)

  • 조진연;김도년;김승조
    • 한국항공우주학회지
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    • 제31권4호
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    • pp.26-34
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    • 2003
  • 본 논문에서는 이동최소자승 근사법 등의 무요소 근사법을 이용하여 유한요소모델 절점의 연결성과 무관하게 유한요소 절점을 자유로이 활성화시킬 수 있는 절점활성화 기법을 제안하고, 제안된 방법의 타당성을 고찰하기 위해 일관성 조건, 수치해의 유계성 등에 대한 이론적 고찰을 수행한다. 제안된 절점활성화 기법을 이용하면 많은 수의 유한요소 절점 중 관심이 있는 일부 절점만을 선택, 활성화시켜 이들만을 미지수로 이용하여 문제를 해석할 수 있기 때문에 설계 및 재해석을 효율적으로 수행할 수 있다.

평판에서 빔 보강재의 결합 위치를 이용한 구조물 변경법 (Structural Dynamics Modification Using Position of Beam Stiffener on Plate)

  • 정의일;박윤식
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 추계학술대회논문집
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    • pp.599-604
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    • 2002
  • Substructures position is considered as design parameter to obtain optimal structural changes to raise its dynamic characteristics. In conventional SDM (structural dynamics modification) method, the layout of modifying substructures position is first fixed and at that condition the structural optimization is performed by using the substructures size and/or material property as design parameters. But in this paper as a design variable substructures global translational and rotational position is treated. For effective structural modification the eigenvalue sensitivity with respect to that design parameter is derived based on measured frequency response function. The optimal structural modification is calculated by combining eigenvalue sensitivities and eigenvalue reanalysis technique iteratively. Numerical examples are presented to the case of beam stiffener optimization to raise the natural frequency of plate.

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지진하중을 받는 다층 뼈대구조물의 다목적 최적설계 (Multi-Objective Optimization of Multistory Shear Building Under Seismic Loads)

  • 조효남;민대홍;정봉교
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2002년도 가을 학술발표회 논문집
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    • pp.255-262
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    • 2002
  • In this paper, an improved multi-objective optimmum design method is proposed. And it is applied to steel frames under seismic loads. The multi-objective optimization problem is formulated with three optimality criteria, namely, minimum structural weight and maximum strain energy and stability. The Pareto curve can be obtained by performing the multi-objective optimization for multistory shear buildings. In order to efficiently solve the multi-objective optimization problem the decomposition method that separates both system-level and element-level is used. In addition, various techniques such as effective reanalysis technique with respect to intermediate variables and sensitivity analysis using an automatic differentiation (AD) we incorporated. Moreover, the relationship function among section properties induced from the profile is used in order to link system-level and element level. From the results of numerical investigation, it may be stated that the proposed method will lead to the more rational design compared with the conventional one.

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구조물의 결합 위치 변경을 통한 구조물 변경법 (Structural Dynamics Modification via Reorientation of Modification Elements)

  • 정의일;박윤식
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2004년도 추계학술대회논문집
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    • pp.666-669
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    • 2004
  • Substructures position is considered as design parameter to obtain optimal structural changes to raise its dynamic characteristics. In conventional SDM (structural dynamics modification) method, the layout of modifying substructures position is first fixed and at that condition the structural optimization is performed by using the substructures size and/or material property as design parameters. But in this paper as a design variable substructures global translational and rotational position is treated. For effective structural modification the eigenvalue sensitivity with respect to that design parameter is derived based on measured frequency response function. The optimal structural modification is calculated by combining eigenvalue sensitivities and eigenvalue reanalysis technique iteratively. Numerical examples are presented to the case of beam stiffener optimization to raise the natural frequency of plate.

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자동미분을 이용한 뼈대구조의 다단계 최적설계 (Multi-Level Optimization of Framed Structures Using Automatic Differentiation)

  • 조효남;정지승;민대홍;이광민
    • 한국강구조학회 논문집
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    • 제12권5호통권48호
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    • pp.569-579
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    • 2000
  • 본 논문에서는 지진하중이 작용하는 뼈대구조에 대해 자동미분(Automatic Differentiation)을 이용한 개선된 다단계 최적설계 알고리즘을 제안하고자 한다. 제안된 알고리즘의 효율성을 위해 전체구조계와 구조요소계 최적설계를 각각 분리하는 분해기법을 적용한 다단계 최적설계기법과 제약조건소거기법을 본 알고리즘에서 조합하여 사용하였다. 또한 수치계산을 효율적으로 수행하기 위해 중간매개변수를 사용하여 휨모멘트나 진동수와 같은 근사구조응답을 이용한 효율적인 재해석기법을 제시하였다. 복잡한 음함수 형태인 동적구조응답에 대한 민감도분석을 정확하고 효율적으로 계산하기 위해 자동미분기법을 사용하였다. 수치예제를 근거로 다단계알고리즘의 효율성과 신뢰성을 기존의 단순다단계알고리즘과 비교하여 제시하였다.

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Delineation of Rice Productivity Projected via Integration of a Crop Model with Geostationary Satellite Imagery in North Korea

  • Ng, Chi Tim;Ko, Jonghan;Yeom, Jong-min;Jeong, Seungtaek;Jeong, Gwanyong;Choi, Myungin
    • 대한원격탐사학회지
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    • 제35권1호
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    • pp.57-81
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    • 2019
  • Satellite images can be integrated into a crop model to strengthen the advantages of each technique for crop monitoring and to compensate for weaknesses of each other, which can be systematically applied for monitoring inaccessible croplands. The objective of this study was to outline the productivity of paddy rice based on simulation of the yield of all paddy fields in North Korea, using a grid crop model combined with optical satellite imagery. The grid GRAMI-rice model was used to simulate paddy rice yields for inaccessible North Korea based on the bidirectional reflectance distribution function-adjusted vegetation indices (VIs) and the solar insolation. VIs and solar insolation for the model simulation were obtained from the Geostationary Ocean Color Imager (GOCI) and the Meteorological Imager (MI) sensors of the Communication Ocean and Meteorological Satellite (COMS). Reanalysis data of air temperature were achieved from the Korea Local Analysis and Prediction System (KLAPS). Study results showed that the yields of paddy rice were reproduced with a statistically significant range of accuracy. The regional characteristics of crops for all of the sites in North Korea were successfully defined into four clusters through a spatial analysis using the K-means clustering approach. The current study has demonstrated the potential effectiveness of characterization of crop productivity based on incorporation of a crop model with satellite images, which is a proven consistent technique for monitoring of crop productivity in inaccessible regions.

지진하중을 받는 강뼈대구조물의 표준단면에 대한 다목적 최적설계 (Multi-Objective Optimization of Steel Frames For Standardized Steel Profiles Under Seismic Loads)

  • 조효남;민대홍;정봉교
    • 한국강구조학회 논문집
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    • 제14권6호
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    • pp.783-791
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    • 2002
  • 본 논문에서는 지진하중을 받는 강뼈대구조물의 표준단면에 대한 다목적 최적설계 정식화 방법을 제안하였다. 다목적 최적화 문제는 강재중량, 변형에너지, 안전성을 목적함수로 구성하였다. 표준단면제원을 이용한 다목적 최적설계 문제를 효율적으로 해결하기 위하여 전역기준법(Global Criterion Method)을 이용하였다. 실제적인 대형구조물의 다목적 최적설계 문제를 효율적으로 해결하기 위해 전체 구조계와 구조 요소계로 나누는 다단계 알고리즘을 적용하였고 자동미분을 이용하여 매개변수에 대한 민감도해석을 이용한 근사재해석 기법을 사용하였다. 또한 전체 구조계와 구조 요소계의 연결을 위해 표준단면을 이용하여 단면 2차 모멘트와 단면적, 단면상수와의 관계를 희귀분석 하였다. 수치해석 결과 안정성을 고려한 강 뼈대 구조물의 최적설계 방법은 기존의 방법보다 합리적인 설계를 유도할 것으로 기대된다.

Aquarius 염분 관측 위성에 의한 동해에서의 표층 염분 보정 (Correction of Aquarius Sea Surface Salinity in the East Sea)

  • 이동규
    • Ocean and Polar Research
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    • 제38권4호
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    • pp.259-270
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    • 2016
  • Sea Surface Salinity (SSS) observations from the Aquarius satellite in the East Sea show large systematic biases mainly caused by the surrounding lands and Radio Frequency Interferences (RFI) along the descending orbits on which the satellite travels from the Asian continent to the East Sea. To develop a technique for correcting the systematic biases unique to the East Sea, the least square regression between in situ observations of salinity and the reanalyzed salinities by HYCOM is first performed. Then monthly mean reanalyzed salinities fitted to the in situ salinities are compared with monthly mean Aquarius salinities to calculate mean biases in $1^{\circ}{\times}1^{\circ}$ boxes. Mean biases in winter (December-March) are found to be considerably larger than those in other seasons possibly caused by the inadequate correction of surface roughness in the sea surrounded by the land, and thus the mean bias corrections are performed using two bias tables. Large negative biases are found in the area near the coast of Japan and in the areas with islands. In the northern East Sea, data sets using the ascending orbit only (SCIA) are chosen for correction because of large RFI errors on the descending orbit (SCID). Resulting mean biases between the reanalysis salinities fitted to in situ observations and the bias corrected Aquarius salinities are less than 0.2 psu in all areas. The corrected mean salinity distributions in March and September demonstrate marked improvements when compared with mean salinities from the World Ocean Atlas (WOA [2005-2012]). In September, salinity distributions based on the corrected Aquarius and on the WOA (2005-2012) show similar distributions of Changjiang Diluted Water (CDW) in the East Sea.

전지구 계절 예측 시스템의 토양수분 초기화 방법 개선 (Improvement of Soil Moisture Initialization for a Global Seasonal Forecast System)

  • 서은교;이명인;정지훈;강현석;원덕진
    • 대기
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    • 제26권1호
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    • pp.35-45
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    • 2016
  • Initialization of the global seasonal forecast system is as much important as the quality of the embedded climate model for the climate prediction in sub-seasonal time scale. Recent studies have emphasized the important role of soil moisture initialization, suggesting a significant increase in the prediction skill particularly in the mid-latitude land area where the influence of sea surface temperature in the tropics is less crucial and the potential predictability is supplemented by land-atmosphere interaction. This study developed a new soil moisture initialization method applicable to the KMA operational seasonal forecasting system. The method includes first the long-term integration of the offline land surface model driven by observed atmospheric forcing and precipitation. This soil moisture reanalysis is given for the initial state in the ensemble seasonal forecasts through a simple anomaly initialization technique to avoid the simulation drift caused by the systematic model bias. To evaluate the impact of the soil moisture initialization, two sets of long-term, 10-member ensemble experiment runs have been conducted for 1996~2009. As a result, the soil moisture initialization improves the prediction skill of surface air temperature significantly at the zero to one month forecast lead (up to ~60 days forecast lead), although the skill increase in precipitation is less significant. This study suggests that improvements of the prediction in the sub-seasonal timescale require the improvement in the quality of initial data as well as the adequate treatment of the model systematic bias.