• 한국안전학회지
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• 제23권5호
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• pp.125-130
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• 2008

PSC보의 보강 시에 안전도분석을 위한 신뢰성해석과 생애주기비용을 최소화하기 위만 최적설계를 실시하였다. 신뢰성해석은 현재 공용중인 표준단면을 변형시키면서 실시하며 자연적 불확실성과 인위적 불확실성을 고려하였다. 자연적(내재적) 불확실성을 고려하여 최소생애주기비용을 구한 후에, 인위적 불확실성을 최대 90%의 분산까지 고려하여 재해석을 실시하였다. 보강방법에 대한 신뢰성해석과 최소생애주기비용해석은 보강방법을 결정하는데 매우 합리적인 기준을 제시하였다.

• Structural Engineering and Mechanics
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• 제49권1호
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• pp.65-80
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• 2014

This paper reports on the development of a minimum cost design model and its application for obtaining economic designs for reinforced High Strength Concrete (HSC) T-sections in bending under ultimate limit state conditions. Cost objective functions, behavior constraint including material nonlinearities of steel and HSC, conditions on strain compatibility in steel and concrete and geometric design variable constraints are derived and implemented within the Conjugate Gradient optimization algorithm. Particular attention is paid to problem formulation, solution behavior and economic considerations. A typical example problem is considered to illustrate the applicability of the minimum cost design model and solution methodology. Results are confronted to design solutions derived from conventional design office methods to evaluate the performance of the cost model and its sensitivity to a wide range of unit cost ratios of construction materials and various classes of HSC described in Eurocode2. It is shown, among others that optimal solutions achieved using the present approach can lead to substantial savings in the amount of construction materials to be used. In addition, the proposed approach is practically simple, reliable and computationally effective compared to standard design procedures used in current engineering practice.

• 대한조선학회논문집
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• 제47권4호
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• pp.598-605
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• 2010

The structural design of oil tankers and bulk carriers should be performed based on the Common Structural Rules(CSR) which were recently established by the International Association Classification Societies(IACS). At first, in the structural design viewpoint, the scantling and hullweight based on the CSR should be compared with those of existing rules, and then a minimum weight/cost design should be performed by considering the variation of the number of web and the material property. In this study, the optimum web space and material property will be proposed by performing a minimum weight/cost design of a large oil tanker, and the results will be compared with those of existing ship. The longitudinal members are determined by SeaTrust-Holdan developed by the Korean Register of Shipping(KR), and the transverse members are determined by NASTRAN and PULS.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1995년도 봄 학술발표회 논문집
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• pp.195-202
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• 1995

In this study, the optimization program is developed to provide preliminary designs of steel-box girder bridges with minimum cost. The advantages of steel-box girder deck, when comparing with other girder types, are higher torsional rigidity and better resistance against corrosion. To achieve more rational design, systematic design procedure is required, by which the design constraints on steel-box girder are satisfied and the design variables with minimum cost are obtained. In the Proposed optmum design Process, the design variables are forced to be selected from the available discrete value set. The efficiency of the developed program has been verified by companing with previous designed sections and the resulting optimum cost with discrete variables has been compared with those of continuous variables.

• Korean Journal of Hydrosciences
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• 제6권
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• pp.107-118
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• 1995

The water distribution system problem consists of finding a minimum cost system design subject to hydraulic and operation constraints. The design of new branchin network in a paddy irrigation system is presented here. The program based on the linear programming formulation is aimed at finding the optimal economical combination of two main factors : the capital cost of pipe network and the energy cost. Two loading conditions and booster pumps for design of pipe network are considered to obtain the least cost design.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.485-490
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• 2000

This paper describes the application of discretized continuum-type optimality criteria (DCOC) for minimum-cost design of the reinforced concrete frame structures consisting of beams and columns. The cost of construction as objective function which includes the costs of concrete, reinforced steel and formwork is minimized. The design constraints include limits on the maximum deflection at a prescribed node, bending and shear strengths in beams, uniaxial bending strength of columns according to design codes(CEB/FIP, 1990). In the first stage, only beams with uniform cross-sectional parameters per span are considered. But the steel ratio is allowed to vary freely. The cross-sectional parameters and steel ratio in each column are assumed to be uniform for practical reasons. Optimality criteria is given based on the well known Kuhn-Tucker necessary conditions, followed by an iterative procedure for designs when the design variables are the depth and the steel ratio. The versatility of the DCOC technique has been demonstrated by considering numerical examples which have one-bay four-storey frame.

• 한국통신학회논문지
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• 제32권12B호
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• pp.728-734
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• 2007

본 논문에서는 최소 구축비용의 물리적 다중 보안 등급 네트워크 설계를 위한 GOSST 휴리스틱 메커니즘을 제안한다. 다중 보안 등급 네트워크상에서 각 노드는 원하는 보안 등급으로 다른 노드와 통신할 수 있다. 이를 위해서는 불법적인 물리적 접근을 통제할 수 있는 방법이 필요하다. 이러한 네트워크를 최소비용으로 구축하기 위해 GOSST 문제를 적용한다. 이 문제는 NP-Hard 영역이므로 현실적인 해를 얻기 위해서는 적절한 복잡도의 휴리스틱이 필요하다. 본 연구에서는 최소 구축비용의 물리적 다중 보안 등급 네트워크의 설계를 위해, 우리의 이전 거리 직접 GOSST 휴리스틱을 변형한 GOSST 휴리스틱 메커니즘을 제안한다. 이것은 실험 비교 대상인 G-MST에 대하여 평균 29.5%의 구축비용 절감을 보였다.

• Structural Engineering and Mechanics
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• 제45권2호
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• pp.211-232
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• 2013

In this study a multi-objective optimization problem is solved. The objectives used here include simultaneous minimum construction cost in term of sections weight, minimum structural damage using a damage index, and minimum non-structural damage in term of inter-story drift under the applied ground motions. A high-speed and low-error neural network is trained and employed in the process of optimization to estimate the results of non-linear time history analysis. This approach can be utilized for all steel or concrete frame structures. In this study, the optimal design of a planar eccentric braced steel frame is performed with great detail, using the presented multi-objective algorithm with a discrete population and then a moment resisting frame is solved as a supplementary example.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1998년도 가을 학술발표회 논문집
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• pp.151-158
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• 1998

This paper presents an optimal decision model for minimizing the life-cycle cost of steel box girder bridges. The point is that it takes into account service life process as a whole, and the life-cycle costs include initial (design, testing, and construction) costs, maintenance costs and expected failure costs. The problem is formulated as that of minimization of expected total life-cycle cost with respect to the design variables. The optimal solution identifies those values of the decision variables that result in minimum expected total cost. The performance constraints in the form of flexural failure and shear failure are those specified in the design code. Based on extensive numerical investigations, it may be positively stated that the optimum design of steel box girder bridges based on life-cycle cost approach proposed in this study provides a lot more rational and economical design, and thus the proposed approach will propose the development of new concepts and design methodologies that may have important implications in the next generation performance-based design codes and standards.

• 한국공간정보시스템학회 논문지
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• 제8권1호
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• pp.107-118
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• 2006

본 논문에서는 GIS와 네트웍 알고리듬을 이용하여 통신관망의 설계를 최적화하였다. 구체적이고 계량적인 분석을 위해 신규로 조성되는 대규모의 도시개발지역을 대상으로 하여 기존의 설계방식에 의해 산출된 통신관망과 최적경로 알고리듬을 이용한 통신관망과의 건설비용을 비교하였다. 본 연구의 결과 GIS와 최적경로 알고리듬을 적용한 설계 결과가 기존의 설계방법에 비해 상당한 비용절감 효과가 있음을 보여준다. 연구 대상지역에서 기존설계에 의해 산출된 통신관로의 거리는 5,267m이며 최적경로를 적용한 결과는 4,807m로 460m(9.5%)의 차이를 보였다. 결과를 비용으로 산정했을 경우 약 19,469천원(8.7%)의 비용절감 효과를 보였다. 본 연구에서 제시된 최적화 기법은 기존 설계기법에 비해 통신관망의 공사비의 절감 이외에 설계과정의 표준화 및 자동화가 가능하므로 이를 이용한 자동설계 시스템 개발로 설계비용과 인력이동에 따른 설계업무 적응기간 단축과 인건비 절감이 가능하며, 또한 설계 결과에 대한 객관적 검증이 가능할 것으로 판단된다.