• 한국융합학회논문지
• /
• 제11권2호
• /
• pp.1-8
• /
• 2020

본 논문에서는 시간 가중치를 적용하여 각 노드들 간의 중간지점까지의 최적 경로 탐색 기법을 제안한다. 중간지점을 이용하는 서비스들은 주로 사용자들의 위치를 기반으로 하여 제공한다. 위치 기반 탐색 방법은 단순히 위치에 대해서만 고려하기 때문에 시간의 측면에서 효율적이지 못하다는 문제점이 있다. 제안된 방법은 기존의 위치 기반 탐색 방법의 문제점을 해결하기 위해 사용자들의 위치와 중간지점까지의 소요시간을 반영함으로써 각 노드와 중간지점까지의 가중치를 설정하고, 이를 활용하여 최적의 경로를 탐색할 수 있다. 또한, 탐색의 효율성을 증대하기 위해 주어지는 정보들에 적응적으로 가중치를 설정함으로써 높은 정확성을 갖도록 한다. 실험 결과, 제안된 방법은 기존 방법에 비해 중간지점까지의 최적 경로를 효과적으로 찾을 수 있음을 확인하였다.

• 한국정보처리학회논문지
• /
• 제4권10호
• /
• pp.2477-2484
• /
• 1997

$A^{\ast}$와 같은 Best-first 휴리스틱 탐색 알고리즘들은 인공지능 분야에서 많은 문제를 해결하는데 가장 중요한 기법들 중의 하나이다. 휴리스틱 탐색의 공통적 특성은 계산의 복잡도가 매우 높다는 것이며, 이는 수많은 노드를 가진 지도에서 경로를 찾는 것과 같은 실질적인 문제 영역에 적용되기 어렵다는 것을 나타낸다. 본 논문에서는, 몇몇 휴리스틱 탐색 알고리즘이 언급되고, path-sensitive heuristic이라 불리는 새로운 동적 가중치 휴리스틱 방법이 제안되었다. 이 방법은 동적 가중치 휴리스틱에 기초하였고, 동적 휴리스틱은 admissible heuristic을 허용하지 않거나 휴리스틱의 정확도가 떨어지는 실제 문제 영역에서 탐색 노력을 줄이는데 사용될 수 있다. 탐색 과정 동안 ${\omega}$(가중치)가 동적으로 조정된다는 점에서, 다른 동적 가중치 휴리스틱 알고리즘과 구분된다.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2006년도 정기 학술대회 논문집
• /
• pp.963-968
• /
• 2006

The main purpose of this paper is to investigate the stability of water tower with a relatively small footing. The water tower is modeled that the column carrying a container is supported by a rotational spring at the base and is of constant cross-section, with a weight per unit length of column axis. The column model is based on the Bernoulli-Euler beam theory. The Runge-Kutta method and Determinant Search method are used to perform the integration of the governing differential equation and to determine the critical values(critical own weight. and critical buckling load), respectively. The critical buckling loads are calculated over a range of system parameters: the rotational stiffness parameter, the dimensionless radius of container and the own weight parameter of the column. The relation between the rotational stiffness parameter and the critical own weight parameter of the column is analyzed.

• Structural Engineering and Mechanics
• /
• 제58권3호
• /
• pp.597-612
• /
• 2016

This paper presents an optimization process using Harmony Search Algorithm for minimum weight of steel space frames under earthquake effects according to Turkish Earthquake Code (2007) specifications. The optimum designs are carried out by selecting suitable sections from a specified list including W profiles taken from American Institute of Steel Construction (AISC). The stress constraints obeying AISC-Load and Resistance Factor Design (LRFD) specifications, lateral displacement constraints and geometric constraints are considered in the optimum designs. A computer program is coded in MATLAB for the purpose to incorporate with SAP2000 OAPI (Open Application Programming Interface) to perform structural analysis of the frames under earthquake loads. Three different steel space frames are carried out for four different seismic earthquake zones defined in Turkish Earthquake Code (2007). Results obtained from the examples show the applicability and robustness of the method.

• Structural Engineering and Mechanics
• /
• 제27권5호
• /
• pp.575-588
• /
• 2007

In this paper, two algorithms are presented for the optimum design of geometrically nonlinear steel space frames using tabu search. The first algorithm utilizes the features of short-term memory (tabu list) facility and aspiration criteria and the other has long-term memory (back-tracking) facility in addition to the aforementioned features. The design algorithms obtain minimum weight frames by selecting suitable sections from a standard set of steel sections such as American Institute of Steel Construction (AISC) wide-flange (W) shapes. Stress constraints of AISC Allowable stress design (ASD) specification, maximum drift (lateral displacement) and interstorey drift constraints were imposed on the frames. The algorithms were applied to the optimum design of three space frame structures. The designs obtained using the two algorithms were compared to each other. The comparisons showed that the second algorithm resulted in lighter frames.

• Structural Engineering and Mechanics
• /
• 제37권5호
• /
• pp.543-560
• /
• 2011

In structural engineering there are randomness inherently exist on determination of the loads, strength, geometry, and so on, and the manufacturing of the structural members, workmanship etc. Thus, objective and constraint functions of the optimization problem are functions that depend on those randomly natured components. The constraints being the function of the random variables are evaluated by using reliability index or performance measure approaches in the optimization process. In this study, the minimum weight of a space truss is obtained under the uncertainties on the load, material and cross-section areas with harmony search using reliability index and performance measure approaches. Consequently, optimization algorithm produces the same result when both the approaches converge. Performance measure approach, however, is more efficient compare to reliability index approach in terms of the convergence rate and iterations needed.

• Steel and Composite Structures
• /
• 제8권6호
• /
• pp.475-490
• /
• 2008

A hybrid tabu-simulated annealing algorithm is proposed for the optimum design of steel frames. The special character of the hybrid algorithm is that it exploits both tabu search and simulated annealing algorithms simultaneously to obtain near optimum. The objective of optimum design problem is to minimize the weight of steel frames under the actual design constraints of AISC-LRFD specification. The performance and reliability of the hybrid algorithm were compared with other algorithms such as tabu search, simulated annealing and genetic algorithm using benchmark examples. The comparisons showed that the hybrid algorithm results in lighter structures for the presented examples.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2004년도 춘계학술대회논문집
• /
• pp.416-420
• /
• 2004

Recently, the importance of vibration reduction at the local structure such as tank, deck which attached machinery and compass deck, has continuously increased by owner and shipbuilder. Because crews are afflicted with them and severe vibration problems affect on the crack of structure. This study conducted optimum design to get a stiffener size of local structure to reducing the vibration level and dec leasing the weight of structure in ship. Random tabu search method (R-Tabu) has fast converging time and can search variables size domains for nonlinear problems. This paper used Nastran external call type independence optimization method which makes using a solver module from Nastran.

• 한국국방경영분석학회지
• /
• 제10권1호
• /
• pp.57-63
• /
• 1984

The 0-1 multi-period Knapsack problem (MPKP) has a horizon of m periods, each having a number of types of projects with values and weights. Subject to the requirement, the cummulative capacity of the problem in each period i cannot be exceeded by the total weight of the projects selected in period 1, 2, ..., i. It is a problem of selecting the projects in such a way that the total value in the knapsack through the horizon of m periods is maximized. A search algorithm is developed and tested in this paper. Search rules that avoid the search of redundant partial solutions are used in the algorithm. Using the property of MPKP, a surrogate constraint concerned with the most available requirement is used in the bounding technique.

• Steel and Composite Structures
• /
• 제22권3호
• /
• pp.521-535
• /
• 2016

A Harmony Search (HS) and Genetic Algorithms (GA), two powerful metaheuristic search techniques, are used for minimum weight designs of different truss structures by selecting suitable profile sections from a specified list taken from American Institute of Steel Construction (AISC). A computer program is coded in MATLAB interacting with SAP2000-OAPI to obtain solution of design problems. The stress constraints according to AISC-ASD (Allowable Stress Design) and displacement constraints are considered for optimum designs. Three different truss structures such as bridge, dome and tower structures taken from literature are designed and the results are compared with the ones available in literature. The results obtained from the solutions for truss structures show that optimum designs by these techniques are very similar to the literature results and HS method usually provides more economical solutions in multi-element truss problems.