• 제목/요약/키워드: Minimum cost design

검색결과 414건 처리시간 0.023초

GIS기반의 실시간 통합화물운송시스템 계획에 관한 연구 (A Study on a Real Time Freight Delivery Planning for Supply Center based on GIS)

  • 황흥석;김호균;조규성
    • 경영과학
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    • 제19권2호
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    • pp.75-89
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    • 2002
  • According to the fast-paced environment of information technology and improving customer services, the design activities of logistics systems improve customer centric services and delivery performance implementing e-logistics system. The fundamental design issues that arise in the delivery system planning are optimizing the system with minimum cost and maximum throughput and service level. This study is concerned with the integrated model development of delivery system with customer responsive service level for DCM, Demand Chain Management. We used a two-step approach for this study. First, we formulated the supply. center facility planning using stochastic set-covering problem and assigned the customers to the supply center using clustering algorithm. Second, we developed vehicle delivery planning for a supply center based on GIS, GIS-VRP. Also we developed a GUI-type computer program for proposed method for supply center problem using GIS and Geo-DataBase of Busan area. The computational results showed that the proposed method was very effective on a set of test problems.

경유교환기 수의 제약을 고려한 패킷 통신망 설계에 관한 연구 (Topological design for packet network with hop-count the minimum degree ordering method)

  • 윤문길;주성순;전경표
    • 경영과학
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    • 제12권2호
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    • pp.89-103
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    • 1995
  • Traditionally, the scarce and expensive resources in communication networks has been the bandwidth of transmission facilities; accordingly, the techniques used for networking and switching have been chosen so as to optimize the efficient use of that resource. One of them is the packet switching for data communications, which is much different from the circuit switching. It allows multiple users to share the data network facilities and bandwidth, rather than providing specific amounts of dedicated bandwidth to each users. One main challenge therefore has been to design and build cost-effective packet switching networks. In this paper, we develop a mathematical programming medel and heuristic algorithm for designing the packet switching networks with hop-count constraints. To develop an efficient heuristic, we apply the Lagrangian relaxation method. Some valid inequalities, which have been known as the tight constraints, are considered to improve the bound for Lagrangian sub-problem. The computational experiments show that the performance of the proposed heuristic is very satisfactory in both the speed and the quality of design solutions generated.

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Design of Automated Warehousing System for Increased S/R Machine Utilization

  • Hwang, H.;Ko, C.S.
    • 대한산업공학회지
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    • 제14권2호
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    • pp.99-114
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    • 1988
  • The objective of this study is mainly related to design aspects of Multi-aisle S/R machine system (MASS) which can substantially reduce high initial investment cost of Automated Storage/Retrieval System. Firstly, the average travel time of the S/R machine is determined under single and dual commands, from which the average performance of S/R machine is evaluated. Secondly, a design model is developed and the system parameters, such as length and height of the system, and the number of S/R machines, traversers and aisles are determined which provide minimum initial investment and operating costs. Also, through experiments, sensitivity analysis is made for the throughput and storage volume.

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순차적 근사최적화 기법을 이용한 방열판 최적설계 (Optimal Design of a Heat Sink using the Sequential Approximate Optimization Algorithm)

  • 박경우;최동훈
    • 설비공학논문집
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    • 제16권12호
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    • pp.1156-1166
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    • 2004
  • The shape of plate-fin type heat sink is numerically optimized to acquire the minimum pressure drop under the required temperature rise. In constrained nonlinear optimization problems of thermal/fluid systems, three fundamental difficulties such as high computational cost for function evaluations (i.e., pressure drop and thermal resistance), the absence of design sensitivity information, and the occurrence of numerical noise are commonly confronted. Thus, a sequential approximate optimization (SAO) algorithm has been introduced because it is very hard to obtain the optimal solutions of fluid/thermal systems by means of gradient-based optimization techniques. In this study, the progressive quadratic response surface method (PQRSM) based on the trust region algorithm, which is one of sequential approximate optimization algorithms, is used for optimization and the heat sink is optimized by combining it with the computational fluid dynamics (CFD).

기대 총 건설비 및 허용 활동량을 고려한 방파제 케이슨의 최적설계 (Optimal Design of Breakwater Caisson Considering Expected Total Construction Cost and Allowable Sliding Distance)

  • 김경숙;서경덕
    • 한국해안해양공학회지
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    • 제17권4호
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    • pp.280-293
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    • 2005
  • 본 연구에서는 직립 방파제 케이슨의 활동량 산정 모델과 케이슨 복구비용 계산 모델을 결합하여 기대 총 건설비 산정 모델을 수립하였다. 직립 방파제 케이슨의 최적 단면은 활동량의 허용 범위 내에서 기대 총 건설비가 최소가 되는 단면으로 정의된다 활동량의 허용 범위는 방파제 수명 동안의 기대 활동량을 0.1m로 하는 경우와 방파제 수명 동안의 누적 활동량이 0.3 m를 초과하는 확률을 0.1 이내로 하는 경우를 고려하였다. 또한 할인율 개념을 도입하여 미래 가치로 산정된 복구비용을 현재가치로 환산하였다. 작은 재현주기에 대해서 설계된 케이슨의 경우 잦은 복구 활동으로 인해 할인율을 적용했을 때의 기대 총 건설비용이 할인율을 적용하지 않았을 때보다 작아진다. 수심이 얕을 때 본 설계법이 기존의 결정론적 설계법보다 더 작은 단면을 요구하여 경제적인 설계가 가능하다. 한편, 수심이 얕을 때는 전술한 활동량 허용 기준들이 비슷한 결과를 나타내지만, 깊은 수심에서는 전자가 후자보다 더 큰 단면을 요구한다.

DCOC를 이용한 철근 콘크리트보의 최소경비설계 (Minimum Cost Design of Reinforced Concrete Beam Using DCOC)

  • 조홍동;한상훈
    • 한국전산구조공학회논문집
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    • 제13권4호
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    • pp.417-425
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    • 2000
  • 본 연구에서는 이산성 연속형 최적성규준방법(DCOC)을 이용하여 직사각형 단면을 갖는 철근콘크리트 연속보의 최적설계 알고리즘을 유도하였고, 최적설계 프로그램을 개발하였다. 목적함수로서 건설경비는 콘크리트 경비, 철근 경비 그리고 거푸집 경비를 포함하였으며 이를 최소화하였다. 설계제약조건으로는 시방서상의 최대처짐제약, 휨 및 전단강도제약, 연성제약 그리고 설계변수에 대한 상·하한 제약을 고려하였다. 쿤-터커 필요조건을 이용하여 최적성 규준을 설계변수의 항으로 명시적으로 유도하였으며, 이때 설계변수로는 보의 유효깊이와 철근비를 취하였다. 구조물 자중의 영향을 실제 시스템의 평형방정식에서 고려하였다. 설계변수들의 개선을 위한 반복과정과 컴퓨터 프로그램을 개발하였으며, 수치예를 들어 개발된 기법의 적용성과 효율성을 보였다.

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이산성 연속형 최적성 규준을 이용한 PPC 구조의 최적설계프로그램 개발 (Development of Optimum Design Program for PPC Structures using DCOC)

  • 한상훈;조홍동;이상근
    • 전산구조공학
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    • 제10권4호
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    • pp.315-325
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    • 1997
  • 본 논문에서는 이산성 연속형 최적성규준방법을 이용하여 다지간 부분프리스트레스트 콘크리트보의 최적설계 알고리즘을 유도하였고, 최적설계프로그램을 개발하였다. 목적함수로서 건설 경비는 콘크리트 경비, 긴장재 경비, 철근 경비, 그리고 거푸집 경비를 포함하였으며 이를 최소화하였다. 설계제약조건으로는 시방서상의 최대처짐제약, 휨 및 전단강도제약, 연성제약 그리고 설계변수에 대한 상.하한계제약을 고려하였다. Kuhn-Tucker 필요조건을 이용하여 최적성규준을 설계변수의 항으로 명시적으로 유도하였으며, 이때 설계변수로는 보의 유효깊이, 긴장재의 편심거리 그리고 철근비를 취하였다. 긴장재의 형상은 포물선함수로 고려하였으며, 구조물 자중의 영향은 긴장력에 의한 이차효과와 마찬가지로 실제시스템의 평형방정식에서 고려하였다. 설계변수들의 개선을 위한 반복과정과 컴퓨터프로그램을 개발하였으며, 수치예를 들어 개발된 기법의 응용성 그리고 효율성을 보였다.

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입구 물온도와 열부하가 냉각탑의 팬동력에 미치는 영향 분석 (Effects of Inlet Water Temperature and Heat Load on Fan Power of Counter-Flow Wet Cooling Tower)

  • ;이근식
    • 대한기계학회논문집B
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    • 제37권3호
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    • pp.267-273
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    • 2013
  • 막충진재(film fill)를 갖는 냉각탑용 팬의 효율적인 운전조건을 제시하기 위하여, Merkel의 이론을 바탕으로 한 종전의 최적 총연간비용 모델을 사용하여 입구 물온도와 열부하에 따른 최소팬동력을 구하는 프로그램이 새로이 개발되었으며, 냉각탑의 설계 맵이 본 연구로부터 제시되었다. 전형적인 예들을 통하여 본 프로그램의 타당성이 입증되었다. 주어진 열부하에서 이들 팬동력(z 축)-공기질량플럭스(x 축, 최소팬동력 존재)-입구물온도(y 축, 최소팬동력의 최대값 존재)의 3차원 그래프는 말안장 형상으로 나타났다. 최소팬동력들은 열부하에 따라 증가하였다. 따라서, '고온수 유입과 저유량의 공기로 작동' 될 때가 항상 최소팬동력 조건이 아니며, '주어진 입구물온도에 대하여 최소팬동력에 대응하는 최적의 공기질량플럭스가 (열부하와 무관하게) 존재한다'는 사실이 본 연구결과로부터 밝혀졌다.

Web-shear capacity of prestressed hollow-core slab unit with consideration on the minimum shear reinforcement requirement

  • Lee, Deuck Hang;Park, Min-Kook;Oh, Jae-Yuel;Kim, Kang Su;Im, Ju-Hyeuk;Seo, Soo-Yeon
    • Computers and Concrete
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    • 제14권3호
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    • pp.211-231
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    • 2014
  • Prestressed hollow-core slabs (HCS) are widely used for modern lightweight precast floor structures because they are cost-efficient by reducing materials, and have excellent flexural strength and stiffness by using prestressing tendons, compared to reinforced concrete (RC) floor system. According to the recently revised ACI318-08, the web-shear capacity of HCS members exceeding 315 mm in depth without the minimum shear reinforcement should be reduced by half. It is, however, difficult to provide shear reinforcement in HCS members produced by the extrusion method due to their unique concrete casting methods, and thus, their shear design is significantly affected by the minimum shear reinforcement provision in ACI318-08. In this study, a large number of shear test data on HCS members has been collected and analyzed to examine their web-shear capacity with consideration on the minimum shear reinforcement requirement in ACI318-08. The analysis results indicates that the minimum shear reinforcement requirement for deep HCS members are too severe, and that the web-shear strength equation in ACI318-08 does not provide good estimation of shear strengths for HCS members. Thus, in this paper, a rational web-shear strength equation for HCS members was derived in a simple manner, which provides a consistent margin of safety on shear strength for the HCS members up to 500 mm deep. More shear test data would be required to apply the proposed shear strength equation for the HCS members over 500 mm in depth though.

금속 그레이팅의 높이변화에 따른 최적치수 설계 및 안정성 해석 (Optimal Dimension Design and Stability Analysis of Non-slip Steel Grating)

  • 손인수
    • 한국산업융합학회 논문집
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    • 제25권3호
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    • pp.357-363
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    • 2022
  • In this study, in order to develop an non-slip metal grating, the stability of the grating according to the span of the grating and the gap and height of the bearing bar was evaluated. The optimal shape design of the grating was performed using the results of determining the stability of the grating. The purpose of this study is to determine the stability according to the spacing and height of the bearing bar by applying the design pressure at the design stage to develop the anti-skid grating, and to design the optimal shape for cost reduction. In the optimal design, the target variable was set as the mass, and the optimal design of the grating was performed based on about 20%. Regardless of the height of the bearing bar of the grating, the stress and deformation of the span and the grating showed a proportional tendency to each other, and it was found that the stress decreased as the height of the bearing bar increased. Based on the structural analysis results, an optimal design was performed using mass as the objective variable, and the existing 2mm thickness was changed to 1.6mm, reducing the mass by about 19%. The stress increased by about 4.4% compared to the maximum stress of the existing grating, but the minimum safety factor was 3.1, indicating that the optimally designed grating was stable.