• 제목/요약/키워드: a optimal structure

검색결과 2,934건 처리시간 0.032초

입자 군집 최적화(PSO) 알고리즘 기반 다층 레이더 흡수 구조체 설계 (Design of a Multilayer Radar Absorbing Structure Based on Particle Swarm Optimization Algorithm)

  • 최영두;한민석
    • 한국정보전자통신기술학회논문지
    • /
    • 제15권5호
    • /
    • pp.367-379
    • /
    • 2022
  • 본 논문에서는 입자 군집 최적화 (Particle Swarm Optimization: PSO) 알고리즘을 이용하여 다층 레이더 흡수 구조체를 설계하고, 다층 레이더 흡수 구조체의 특성을 분석하였다. 다층 레이더 흡수 구조체 설계에 PSO를 적용함으로써 빠르고 정확하게 설계 값을 도출할 수 있음을 보였으며, 특히 경사 입사에 대한 경우에 대해서도 최적의 다층 레이더 흡수 구조체를 설계할 수 있음을 보였다. 또한, 다양한 설계 파라미터의 조합에서도 성능 요구 조건에 부합하는 최적의 값이 결정될 수 있음을 보였다. 각 단계별로 필요한 방정식 및 모든 변수에 대한 자세한 설명을 포함해서 포괄적인 순서도를 통해 제시하였고 본 논문의 결과로부터 다층 레이더 흡수 구조체를 설계하기 위한 복잡하고 많은 계산을 생략할 수 있으며, 다양한 복합 재료를 활용한 다층 레이다 흡수 구조체 설계 및 개발에 활용할 수 있다.

Capital Structure and Trade-Off Theory: Evidence from Vietnam

  • KHOA, Bui Thanh;THAI, Duy Tung
    • The Journal of Asian Finance, Economics and Business
    • /
    • 제8권1호
    • /
    • pp.45-52
    • /
    • 2021
  • The capital structure is one of the hot financial topics among researchers and scholars. Its importance comes from the fact that capital structure is closely related to companies' ability to meet different stakeholders' needs. A suitable capital structure will boost the business and create a competitive advantage in the context of fierce competition. Many companies choose an optimal debt level based on the trade-off between interest and debt costs. This study aimed to test the existence of trade-off theory in capital structure, the case of Vietnam's real estate companies, which are growing very fast recently. Instead of considering constant optimal leverage to test the trade-off model, we take advantage of the dynamic capital structure determined by growth opportunities, profitability, tax incentives, tangibility, liquidity, and firm size. The dynamic panel data regression was estimated by the system Generalized Method of Moment (Sys-GMM). The empirical evidence showed that real estate companies listed in the Vietnamese stock market might change their leverage toward a target capital structure determined by influential factors in a long-term perspective. In particular, the debt-to-asset ratio will change by approximately 14 percent, positively, in response to the difference between the current debt-to-asset ratio and the dynamic target debt-to-asset ratio.

A study on multi-objective optimal design of derrick structure: Case study

  • Lee, Jae-chul;Jeong, Ji-ho;Wilson, Philip;Lee, Soon-sup;Lee, Tak-kee;Lee, Jong-Hyun;Shin, Sung-chul
    • International Journal of Naval Architecture and Ocean Engineering
    • /
    • 제10권6호
    • /
    • pp.661-669
    • /
    • 2018
  • Engineering system problems consist of multi-objective optimisation and the performance analysis is generally time consuming. To optimise the system concerning its performance, many researchers perform the optimisation using an approximation model. The Response Surface Method (RSM) is usually used to predict the system performance in many research fields, but it shows prediction errors for highly nonlinear problems. To create an appropriate metamodel for marine systems, Lee (2015) compares the prediction accuracy of the approximation model, and multi-objective optimal design framework is proposed based on a confirmed approximation model. The proposed framework is composed of three parts: definition of geometry, generation of approximation model, and optimisation. The major objective of this paper is to confirm the applicability/usability of the proposed optimal design framework and evaluate the prediction accuracy based on sensitivity analysis. We have evaluated the proposed framework applicability in derrick structure optimisation considering its structural performance.

압전지능구조물의 최적설계를 위한 민감도 해석 (Sensitivity analysis for optimal design of piezoelectric structures)

  • 김재환
    • 소음진동
    • /
    • 제8권2호
    • /
    • pp.267-273
    • /
    • 1998
  • This study aims at performing sensitivity analysis of piezoelectric smart structure for minimizing radiated noise from the structure, The structure consists of a flat plate on which disk shaped piezoelectric actuator is mounted, and finite element modeling is used for the structure. The finite element modeling uses a combination of three dimensional piezoelectric, flat shell and transition elements so thus it can take into account the coupling effects of the piezoelectric device precisely and it can also reduce the degrees of freedom of the finite element model. Electric potential on the piezoelectric actuator is taken as a design variable and total radiated power of the structure is chosen as an objective function. The objective function can be represented as Rayleigh's integral equation and is a function of normal displacements of the structure. For the convenience of computation, all degrees of freedom of the finite element equation is condensed out except the normal displacements of the structure. To perform the design sensitivity analysis, the derivative of the objective function with respect to the normal displacements is found, and the derivative of the norma displacements with respect to the design variable is calculated from the finite element equation by using so called the adjoint variable method. The analysis results are compared with those of the finite difference method, and shows a good agreement. This sensitivity analysis is faster and more accurate than the finite difference method. Once the sensitivity analysis program is used for gradient-based optimizations, one could achieve a better convergence rate than non-derivative methods for optimal design of piezoelectric smart structures.

  • PDF

골프공 인식을 위한 OpenCV 기반 신경망 최적화 구조 (Optimal Structures of a Neural Network Based on OpenCV for a Golf Ball Recognition)

  • 김강철
    • 한국전자통신학회논문지
    • /
    • 제10권2호
    • /
    • pp.267-274
    • /
    • 2015
  • 본 논문은 OpenCV 라이브러리를 기반으로 골프공 인식을 위한 신경망의 최적화 구조와 관심영역의 빛의 명도를 계산한다. 개발된 시스템은 전처리, 영상처리, 기계 학습 과정으로 구성되며, 기계 학습과정은 테스트 영상으로부터 골프공과 다른 오브젝트에 대한 Hu의 7 불변 모멘트, 가로 및 세로 비율 또는 면적으로부터 계산된 ${\pi}$를 입력으로 사용하여 다층 퍼셉트론을 기반으로 학습모델을 구한다. 다층 퍼셉트론에 대한 최적의 은닉층과 노드의 수를 결정하도록 모의 실험한 결과 2개의 은닉층과 각 은닉층에 9개의 노드를 가질 때 최대의 인식율과 최소 실행 시간을 얻었다. 그리고 관심영역의 최적 명도는 200으로 계산되었다.

충격 특성을 고려한 Tonpilz 변환기의 최적구조 설계 (Optimal Structural Design of a Tonpilz Transducer Considering the Characteristic of the Impulsive Shock Pressure)

  • 강국진;노용래
    • 한국전기전자재료학회논문지
    • /
    • 제21권11호
    • /
    • pp.987-994
    • /
    • 2008
  • The optimal structure of the Tonpilz transducer was designed. First, the FE model of the transducer was constructed, that included all the details of the transducer which used practical environment. The validity of the FE model was verified through the impedance analysis of the transducer. Second, the resonance frequency, the sound pressure, the bandwidth, and the impulsive shock pressure of the transducer in relation to its structural variables were analyzed. Third, the design method of $2^n$ experiments was employed to reduce the number of analysis cases, and through statistical multiple regression analysis of the results, the functional forms of the transducer performances that could consider the cross-coupled effects of the structural variables were derived. Based on the all results, the optimal geometry of the Tonpilz transducer that had the highest sound pressure level at the desired working environment was determined through the optimization with the SQP-PD method of a target function composed of the transducer performance. Furthermore, for the convenience of a user, the automatic process program making the optimal structure of the acoustic transducer automatically at a given target and a desired working environment was made. The developed method can reflect all the cross-coupled effects of multiple structural variables, and can be extended to the design of general acoustic transducers.

최적 Kanban 수거 시간에 대한 분석 (Analysis of Optimal Kanban Cycle Time)

  • 이상복
    • 한국경영과학회지
    • /
    • 제23권4호
    • /
    • pp.53-61
    • /
    • 1998
  • In this paper, we take into consideration the optimal cycle time in a kanban system. Even though there are many studios in the literature published in the past. It is rare to fine a paper dealing with kanban cycle time. We consider manufacturing structure configured in the real field and suggest kanban cycle time for the cases of linear, tree assembled, distributed, general and mixed structures. Also we give numerical example for each structure.

  • PDF

2차원 트러스 구조물에 대한 제어/구조 시스템의 동시최적설계 (Simultaneous Optimal Design of Control-Structure Systems for 2-D Truss Structure)

  • 박중현;김순호
    • 제어로봇시스템학회논문지
    • /
    • 제7권10호
    • /
    • pp.812-818
    • /
    • 2001
  • This paper proposes an optimum design method of structural and control systems, taking a 2-D truss structure as an example. The structure is supposed to be subjected to initial static loads and disturbances. For the structure, a FEM model is formed, and using modal transformation, the equation of motion is transformed into that of modal coordinates in order to reduce the D.O.F. of the FEM model. The structure is controlled by an output feedback $H^$\infty$$ controller to suppress the effect of the disturbances. The design variables of the simultaneous optimal design of control-structure systems are the cross sectional areas of truss members. The structural objective function is the structural weight. The control objective function is the $H^$\infty$$ norm, that is, the performance index of control. The second structural objective function is the energy of the response related to the initial state, which is derived from the time integration of the quadratic form of the state in the closed-loop system. In a numerical example, simulations have been carried out. Through the consideration of structural weight and $H^$\infty$$ norm, an advantage of the simultaneous optimum design of structural and control systems is shown. Moreover, while the optimized performance index of control is almost kept, we can acquire better design of structural strength.

  • PDF

Optimal Design of Laminate Composites with Gradient Structure for Weight Reduction

  • Back, Sung-Ki;Kang, Tae-Jin;Lee, Kyung-Woo
    • 한국복합재료학회:학술대회논문집
    • /
    • 한국복합재료학회 1999년도 추계학술발표대회 논문집
    • /
    • pp.68-72
    • /
    • 1999
  • In an effort to construct a structure under the design principle of minimal use of materials for maximum performances, a discrete gradient structure has been introduced in laminate composite systems. Using a sequential linear programming method, the gradient structure of composites to maximize the buckling load was optimized in terms of fiber volume fraction and thickness of each layer. Theoretical optimization results were then verified with experimental ones. The buckling load of laminate composite showed maximum value with the outmost [$0^{\circ}$] layer concentrated by almost all the fibers when the ratio of length to width(aspect ratio) was less than 1.0. But when the aspect ratio was 2.0, the optimum was determined in a structure where the thickness and fiber volume fraction were well balanced in each layer. From the optimization of gradient structure, the optimal fiber volume fraction and thickness of each layer were proposed. Experimental results agreed well with the theoretical ones. Gradient structures have also shown an advantage in the weight reduction of composites compared with the conventional homogeneous structures.

  • PDF

Structure-Control Combined Design with Structure Intensity

  • PARK JUNG-HYEN;KIM SOON HO
    • 한국해양공학회지
    • /
    • 제17권5호
    • /
    • pp.57-65
    • /
    • 2003
  • This paper proposes an optimum design method of structural and control systems, using a 2-D truss structure as an example. The structure is subjected to initial static loads and disturbances. For the structure, a FEM model is formed. Using modal transformation, the equation of motion is transformed into modal coordinates, in order to decrease D.O.F. of the FEM model. To suppress the effect of the disturbances, the structure is controlled by an output feedback $H_{\infty}$ controller. The design variables of the combined optimal design of the control-structure systems are the cross sectional areas of truss members. The structural objective function is the structural weight. The control objective function is the $H_{\infty}$ norm, the performance index of control. The second structural objective function is the energy of the response related to the initial state, which is derived from the time integration of the quadratic form of the state in the closed-loop system. In a numerical example, simulations have been perform. Through the consideration of structural weight and $H_{\infty}$ norm, an advantage of the combined optimum design of structural and control systems is shown. Moreover, since the performance index of control is almost nearly optimiz, we can acquire better design of structural strength.