• 한국환경복원기술학회지
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• 제20권6호
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• pp.133-149
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• 2017

As cities face increasing problems such as aging, environmental pollution and growth limits, we have been trying to incorporate sustainability into urban planning and related policies. However, it is very difficult to generate a 'sustainable spatial plans' because there are trade-offs among environmental, society, and economic values. This is a kind of non-linear problem, and has limitations to be solved by existing qualitative expert knowledge. Many researches from abroad have used the meta heuristic optimization algorithms such as Genetic Algorithms(GAs), Simulated Annealing(SA), Ant Colony Optimization(ACO) and so on to synthesize competing values in spaces. GAs is the most frequently applied theory and have been known to produce 'good-enough plans' in a reasonable time. Therefore we collected the research on 'spatial optimization model based GAs' and analyzed in terms of 'study area', 'optimization objective', 'fitness function', and 'effectiveness/efficiency'. We expect the results of this study can suggest that 'what problems the spatial optimization model can be applied to' and 'linkage possibility with existing planning methodology'.

• Structural Engineering and Mechanics
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• 제81권3호
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• pp.367-378
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• 2022

In this study, combined size and shape optimization of spatial truss tower structures are presented by using new optimization algorithms named Rao-1, and Rao-2. The nodal displacements, allowable stress and buckling for compressive members are taken into account as structural constraints for truss towers. The discrete and continuous design variables are used as design variables for size and shape optimization. To show the efficiency of the proposed optimization algorithm, 25-bar, and 39-bar 3D truss towers are solved for combined size and shape optimization. The 72-bar, and 160-bar 3D truss towers are solved only by size optimization. The optimal results obtained from this study are compared to those given in the literature to illustrate the efficiency and robustness of the proposed algorithm. The structural analysis and the optimization process are coded in MATLAB programming.

• 한국공간구조학회논문집
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• 제2권3호
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• pp.93-102
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• 2002

The objective of this study is the development of size, shape and topology discrete optimum design algorithm which is based on the genetic algorithms. The algorithm can perform both shape and topology optimum designs of trusses. The developed algorithm was implemented in a computer program. For the optimum design, the objective function is the weight of trusses and the constraints are stress and displacement. The basic search method for the optimum design is the genetic algorithms. The algorithm is known to be very efficient for the discrete optimization. The genetic algorithm consists of genetic process and evolutionary process. The genetic process selects the next design points based on the survivability of the current design points. The evolutionary process evaluates the survivability of the design points selected from the genetic process. The efficiency and validity of the developed size, shape and topology discrete optimum design algorithms were verified by applying the algorithm to optimum design examples

• 한국공간정보시스템학회:학술대회논문집
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• 한국공간정보시스템학회 2004년도 춘계 학술발표회 논문집 제1권1호(통권1호)
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• pp.43-52
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• 2004

The objective of this study is the development of size, shape and topology discrete optimum design algorithm which is based on the genetic algorithms. The algorithm can perform both shape and topology optimum designs of trusses. The developed algerian was implemented in a computer program. For the optimum design, the objective function is the weight of trusses and the constraints are stress and displacement. The basic search method for the optimum design is the genetic algorithms. The algorithm is known to be very efficient for the discrete optimization. The genetic algorithm consists of genetic process and evolutionary process. The genetic process selects the next design points based on the survivability of the current design points. The evolutionary process evaluates the survivability of the design points selected from the genetic process. The efficiency and validity of the developed size, shape and topology discrete optimum design algorithms were verified by applying the algorithm to optimum design examples

• Structural Engineering and Mechanics
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• 제65권3호
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• pp.233-241
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• 2018

In this paper, the Colliding Bodies Optimization (CBO), Enhanced Colliding Bodies Optimization (ECBO) and Vibrating Particles System (VPS) algorithms and the force method are used for the simultaneous analysis and design of truss structures. The presented technique is applied to the design and analysis of some planer and spatial trusses. An efficient method is introduced using the CBO, ECBO and VPS to design trusses having members of prescribed stress ratios. Finally, the minimum weight design of truss structures is formulated using the CBO, ECBO and VPS algorithms and applied to some benchmark problems from literature. These problems have been designed by using displacement method as analyzer, and here these are solved for the first time using the force method. The accuracy and efficiency of the presented method is examined by comparing the resulting design parameters and structural weight with those of other existing methods.

• 한국공간구조학회논문집
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• 제5권3호
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• pp.117-122
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• 2005

This paper investigated the optimum design of truss structures based on Genetic Algorithms (GA's). With GA's characteristic of running side by side, the overall optimization and feasible operation, the optimum design model of truss structures was established. Elite models were used to assure that the best units of the previous generation had access to the evolution of current generation. Using of non-uniformity mutation brought the obvious mutation at earlier stage and stable mutation in the later stage; this benefited the convergence of units to the best result. In addition, to avoid GA's drawback of converging to local optimization easily, by the limit value of each variable was changed respectively and the genetic operation was performed two times, so the program could work more efficiently and obtained more precise results. Finally, by simulating evolution process of nature biology of a kind self-organize, self-organize, artificial intelligence, this paper established continuous structural optimization model for ten bars cantilever truss, and obtained satisfactory result of optimum design. This paper further explained that structural optimization is practicable with GA's, and provided the theoretic basis for the GA's optimum design of structural engineering.

• 한국공간구조학회논문집
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• 제2권3호
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• pp.61-70
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• 2002

The objective of this study is the development of a size and shape discrete optimum design algorithms, which is based on the genetic algorithms and the fuzzy theory. This algorithms can perform both size and shape optimum designs of plane and space trusses. The developed fuzzy shape-GAs (FS-GAs) was implemented in a computer program. For the optimum design, the objective function is the weight of structures and the constraints are limits on loads and serviceability. This study solves the problem by introducing the FS-GAs operators into the genetic.

• 한국공간구조학회논문집
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• 제21권2호
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• pp.89-97
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• 2021

This paper describes an adaptive hybrid evolutionary firefly algorithm for a topology optimization of truss structures. The truss topology optimization problems begins with a ground structure which is composed of all possible nodes and members. The optimization process aims to find the optimum layout of the truss members. The hybrid metaheuristics are then used to minimize the objective functions subjected to static or dynamic constraints. Several numerical examples are examined for the validity of the present method. The performance results are compared with those of other metaheuristic algorithms.

• 한국지리정보학회지
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• 제9권3호
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• pp.156-170
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• 2006

지형분석에서 최대가시권역 확보 문제는 지리정보시스템 (GIS)의 가시권 분석에서 가장 널리 활용되어 오고 있는 공간분석 방법이다. 그러나 한정된 자원과 제약 조건하에서 최대 가시권역을 확보하는 지점을 탐색하는 공간 문제는 연산 과정이 복잡하고 이미 개발된 알고리즘의 경우, 본 연구의 알고리즘과 차이가 있고 최대가시권역 문제 해결에 효과적으로 대처하지 못하고 있다. 그러므로 본 논문에서는 최대 가시권역 문제를 GIS상의 공간 최적화 문제의 하나로 정의하고 이를 해결하기 위하여 전통적인 시설물 입지 분석 알고리즘과 새로운 탐색 방법으로 일반적으로 비공간적 최적화 문제를 위해 개발, 제안되어 온 유전자 알고리즘과 시뮬레이트 어닐링 기법을 가시권 분석 문제에 적합하도록 개발하여 적용하였다. 이들 알고리즘의 적용 가능성과 성능 비교를 위해서 본 논문에서는 다양한 탐색 조건에 대한 각 알고리즘간의 가시권의 해 (visibility solution)를 비교하고, 알고리즘의 탐색 안정성 (algorithmic consistency of solution values)을 통해서 최대가시권역 탐색에 적합한 기법들의 특징을 살펴보고자 하였다. 비교 결과, 유전자 알고리즘과 시뮬레이트 어닐링 기법의 상대적 우수성과 GIS가시권 분석의 활용 가능성이 발견되었고, 향후 복잡하고 복합적인 최대 가시권역 분석을 위해서 보다 향상된 탐색 알고리즘 개발의 필요성과 이를 통한 차세대 GIS가시권 공간분석 기법 개발을 제안하고자 하였다.

• Spatial Information Research
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• 제21권2호
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• pp.23-33
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• 2013

최근 IoT (Internet of Things) 기술의 발전과 더불어 무선 환경에서 특정 영역에 위치하는 센서노드의 위치-센서정보를 에너지 효율적으로 수집하는 센서 네트워크 기반 공간질의처리에 대한 관심이 크게 증가하고 있다. 그리하여 센서노드에서 공간 필터링을 직접 수행하여 센서노드들 간의 통신 횟수를 감소시켜 에너지 소모를 최소화하는 다양한 공간질의처리 알고리즘 및 분산 공간색인방법들이 제안되어 왔다. 그러나 단일 공간질의처리 최적화에 중점을 두었던 기존 공간색인방법 및 알고리즘들은 IoT 환경에서 다수 사용자에 의하여 요청되는 다중 공간질의를 최적화하여 수행하기에는 한계가 있었다. 이에 본 논문에서는 센서 네트워크에서 다중 공간질의를 에너지 효율적으로 처리할 수 있는 최적화 알고리즘을 제안하고 있다. 제안된 다중 공간질의 최적화 알고리즘은 인접 영역에 주어지는 공간질의들을 통합하여 수행하는 '질의통합' 개념을 기본으로 하고 있다. 최적화 과정에서 질의들의 통합 또는 개별 수행에 대한 판단은 각 수행비용을 예측하여 결정하며, 본 논문에서는 질의처리 비용 예측 방법을 추가적으로 제안하고 있다. 끝으로, 성능평가에서는 GR-tree, SPIX, CPS의 공간색인방법에 대한 비교 실험을 통하여 제안된 알고리즘의 성능 분석결과를 제시하고 있다.