• 한국신재생에너지학회:학술대회논문집
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• 2009.11a
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• pp.427-430
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• 2009

풍력 터빈 블레이드용 익형의 경우 운용 조건에서 높은 양항비를 가지도록 설계되나 풍속, 풍향의 변동에 의해 운용조건에 변화가 발생할 경우 성능의 저하가 발생할 수 있다. 따라서 운용조건의 변동이 발생하더라도 공력 성능이 크게 변하지 않는 익형이 요구된다. 본 연구에서는 이러한 운용조건의 불확실성을 고려하여 풍력 터빈 블레이드용 익형의 신뢰성 기반 강건 최적 설계를 수행하였다. 익형 설계를 위해서 여러 익형 형상 변수들을 고려할 수 있는 익형 모델링 함수를 정의하였고 기저형상으로는 NREL에서 개발한 S809 익형을 사용하였다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.23 no.3
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• pp.275-281
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• 2010

In this paper, the design optimization of structures with stress constraints is performed using isogeometric shape optimization method. The stress constraints have an important role in design optimization problems since stress concentration could result in structural failure. To represent exact geometry in analysis, the isogeometric analysis method uses the same basis functions as used in the CAD geometry. The geometrically exact model can be used in both stress and design sensitivity analyses so that it can yield more precise optimal design than finite element one. Through numerical examples, the isogeometric approach turns out to be effective in shape optimization problems under stress constraints.

• Journal of Korean Association for Spatial Structures
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• v.5 no.4 s.18
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• pp.61-70
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• 2005

In paper the discrete optimum design program was developed using the continuous and discrete optimum algorithms based on the SUMT and genetic algorithms. In this paper, the objective function is the weight of structures and the constraints are limits state design limits method. The design variables are diameter and thick of steel pipe. Design examples are given to show the applicability of the optimum design using the continuous and discrete optimum algorithms based on the SUMT and genetic algorithms of this study.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 1992.10a
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• pp.187-191
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• 1992

본 연구에서 퍼지제어 시스템 설계를 위한 마이크로 컴퓨터 지원 설계 기법과 프로그램 FCS 를 개발하였다. 이 프로그램은 IBM-PC 호환기종 (80386,804860) 에 사용되는 Turbo-C 언어를 사용하였고, Borland C $^{++}$ 2.0 컴파일러를 사용하였다. 제어시스템의 각 요소를 모듈화 하여 동특성을 차분 방정식으로 표시하여 사용자가 쉽게 대치할 수 있도록 서브루틴화 하였다. 퍼지제어 규칙의 최적조건, 퍼지 입출력 변수의 최적조건, D/A 및 A/D 변환기의 최적 비트수, 최적 샘플링 시간을 결정 할 수 있다. 공기예열 시스템을 예로서 이 프로그램을 이용하여 설계하였다.

• Computational Structural Engineering
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• v.2 no.4
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• pp.99-109
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• 1989

Through a series of analyses of specific structures it is shown that incremental collapse may be the critical design criterion and that shakedown analysis can be used as a design tool. Using shakedown analysis technique, a nonlinear structural optimization program has been developed. This incorporates: (i) design constraints on elastic stresses and deflections: (ii) constraints for the prevention of incremental collapse and soft story failure: and (iii) the constraint on the fundamental period of structure. A five-step design procedure is proposed by using the program to obtain the optimum design that satisfies all the requirements of comprehensive earthquake-resistant design.

• Proceedings of the KIEE Conference
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• 2008.07a
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• pp.1366-1367
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• 2008

구형 집속 빔 핵융합 장치에서 발생되는 중성자 생성률은 이온전류의 크기에 크게 의존한다. 본 논문에서는 이온전류의 크기를 증가시키기 위해 구조 설계에 주로 이용되는 다구찌 실험계획법을 이용하여 최적의 설계 조건을 계산하였다. 최적화를 위해 그리드 음극 형상의 결정인자 및 압력을 설계 변수로 선택하였고, 설계변수가 이온전류의 크기에 미치는 영향력을 분석하여 최적의 조건을 도출하였으며, 예측된 최적 조건 변수값을 적용하여 효과를 검증하였다. 최적 모델로부터 더 큰 이온전류를 얻을 수 있었으며, 이는 더 깊은 포텐셜 우물에서 측정되었다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.24 no.1
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• pp.1-7
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• 2011

In this paper, based on an isogeometric approach, we have developed a shape design optimization method for plane elasticity problems subjected to design-dependent loads. The conventional shape optimization using the finite element method has some difficulties in the parameterization of geometry. In an isogeometric analysis, however, the geometric properties are already embedded in the B-spline basis functions and control points so that it has potential capability to overcome the aforementioned difficulties. The solution space for the response analysis can be represented in terms of the same NURBS basis functions to represent the geometry, which yields a precise analysis model that exactly represents the normal and curvature depending on the applied loads. A continuum-based isogeometric adjoint sensitivity is extensively derived for the plane elasticity problems under the design-dependent loads. Through some numerical examples, the developed isogeometric sensitivity analysis method is verified to show excellent agreement with finite difference sensitivity.

• Journal of Intelligence and Information Systems
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• v.3 no.1
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• pp.83-99
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• 1997

냉방기인 에어컨디셔너에 대해 기존의 설계방법과 지식, 그리고 경험을 체계화하고, 설계 제한 조건에 따른 최적설계 기법을 도입한 전문가시스템을 구현한다면, 적은 데이터 입력으로 주어진 설계 조건에서의 최적 해를 시간 낭비 없이 얻을수 있고, 설계자 간의 설게 능력 차이에 의한 상이한 결과도 해소할 수 있으므로 경제적인 설계가 중심에서 전문가시스템 중심으로 축적되는 것이 가능해져, 설계자의 이동에 따른 설계 지식의 누수를 방지할 수 있고, 설계 지식이 별도의 지식베이스에 구축되어 있으므로 보수 관리도 용이하게 되어 설계 지식의 지속적인 발전과 집적을 도모할 수 있다. 현장에서 사용중인 에어컨 설계용 소프트웨어를 기초로 실제 실무에서 접할 수 있는 설계 제약 조건에 대해서, 최적설계 기법의 적용과 지식베이스 구축을 통해 경제적인 설계가 가능한 설계 전문가시스템을 개발하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.10 no.4
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• pp.97-107
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• 2006

This study is structural analysis and continuous, discrete optimum design of braced steel frame structures under earthquake loads considering soil condition. The program which is able to perform simultaneously structural analysis and continuous, discrete optimum design, it is applied steel frame structures using unbraced, Z-braced, and X-braced types and analyze the program about static loads and seismic loads. The purpose of this study is to present proper braced type for seismic effects by comparing and analyzing results of analytic method about various cases using specially Newmark-Hall design spectrum, ATC design spectrum and ATC equivalent static analysis and finding minimum weight and design variables which satisfy the ultimate strength requirements of AISC-ASD specifications, the serviceability requirements and allowable story drift requirements of ATC-3-06 and various constraints.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.3A
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• pp.193-200
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• 2010

Structural design requires simultaneously to ensure safety by considering quantitatively uncertainties in the applied loadings, material properties and fabrication error and to maximize economical efficiency. As a solution, system reliability-based design optimization (SRBDO), which takes into consideration both uncertainties and economical efficiency, has been extensively researched and numerous attempts have been done to apply it to structural design. Contrary to conventional deterministic optimization, SRBDO involves the evaluation of component and system probabilistic constraints. However, because of the complicated algorithm for calculating component reliability indices and system reliability, excessive computational time is required when the large-scale finite element analysis is involved in evaluating the probabilistic constraints. Accordingly, an algorithm for SRBDO exhibiting improved stability and efficiency needs to be developed for the large-scale problems. In this study, a more stable and efficient SRBDO based on the performance measure approach (PMA) is developed. PMA shows good performance when it is applied to reliability-based design optimization (RBDO) which has only component probabilistic constraints. However, PMA could not be applied to SRBDO because PMA only calculates the probabilistic performance measure for limit state functions and does not evaluate the reliability indices. In order to overcome these difficulties, the decoupled algorithm is proposed where RBDO based on PMA is sequentially performed with updated target component reliability indices until the calculated system reliability index approaches the target system reliability index. Through a mathematical problem and ten-bar truss problem, the proposed method shows better convergence and efficiency than other approaches.