• 한국멀티미디어학회논문지
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• 제9권9호
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• pp.1247-1256
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• 2006

가상 기계란 하드웨어로 이루어진 물리적 시스템과는 달리 소프트웨어로 제작되어 논리적인 시스템 구성을 갖는 개념적인 컴퓨터이다. 그러나 가상 기계는 실제 프로세서로 처리하는 것보다 실행 속도가 매우 느리기 때문에 실행되는 코드의 최적화가 매우 중요하다. 본 논문은 가상 기계 코드 최적화기의 실험대상으로 EVM(Embedded Virtual Machine)의 중간 코드인 SIL(Standard Intermediate Language)을 이용하였다. 현존하는 최적화 방법론에 관한 연구를 통하여 가상 기계 코드 특성을 고려한 최적화 방법론을 제시하고, 최적화된 코드를 생성하기 위한 코드 최적화기를 설계하고 구현하였다. 가상 기계 코드 최적화기는 주어진 패턴을 찾아서 패턴에 해당하는 부분을 최적화 코드로 바꾸어, 전체 코드의 크기를 줄이고 실행 속도의 개선효과를 가진다. 또한, 구현된 최적화기의 실험 결과를 도출하였다.

• Journal of Electrical Engineering and Technology
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• 제9권1호
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• pp.60-70
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• 2014

This paper discusses the impacts of large scale grid-connected wind farm equipped with permanent magnet synchronous generator (PMSG) on power system small signal stability (SSS) incorporating wind generation uncertainty and volatility. Firstly, a practical simplified PMSG model with rotor-flux-oriented control strategy applied is derived. In modeling PMSG generator side converter, the generator-voltage-oriented control strategy is utilized to implement the decoupled control of active and reactive power output. In modeling PMSG grid side converter, the grid-voltage-oriented control strategy is applied to realize the control of DC link voltage and the reactive power regulation. Based on the Weibull distribution of wind speed, the Monte Carlo simulation technique based is carried out on the IEEE 16-generator-68-bus test system as benchmark to study the impacts of wind generation uncertainty and volatility on small signal stability. Finally, some preliminary conclusions and comments are given.

• 한국항공우주학회지
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• 제30권5호
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• pp.56-61
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• 2002

평판 날개의 플러터에 대한 실험적 연구가 수행되었으며, 여러 가지 플러터 해석 방법들을 실험결과와 비교함으로써 검증하였다. 플러터 실험을 위한 날개 모델과 장치들이 아음속 풍동에 설치되었다. 시스템 식렬법을 이용하여 풍동 실험 데이터로부터 플러터 속도를 예측하였다. 날개 모델의 플러터 해석을 위해 MSC/NASTRAN, V-g방법, 근궤적법이 사용되었다. 해석으로 구한 플러터 속도와 실험으로부터 추정된 플러터 속도를 비교하였으며, 그 결과 잘 일치하였다. 본 연구의 날개 모델이 플러터 해석의 벤치마크 모델로 사용될 수 있을 것이다.

• Management Science and Financial Engineering
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• 제17권1호
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• pp.79-94
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• 2011

Team orienteering, an extension of single-competitor orienteering, is the problem of determining multiple paths from a starting node to a finishing node for a given allowed time or distance limit fixed for each of the paths with the objective of maximizing the total collected score. Each path is through a subset of nodes, each of which has an associated score. The team orienteering problem has many applications such as home fuel delivery, college football players recruiting, service technicians scheduling, military operations, etc. Unlike existing optimal and heuristic algorithms often leading to heavy computation, this paper suggests two types of priority rule based heuristics-serial and parallel ones-that are especially suitable for practically large-sized problems. In the proposed heuristics, all nodes are listed in an order using a priority rule and then the paths are constructed according to this order. To show the performances of the heuristics, computational experiments were done on the small-to-medium sized benchmark instances and randomly generated large sized test instances, and the results show that some of the heuristics give reasonable quality solutions within very short computation time.

• 대한조선학회논문집
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• 제48권4호
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• pp.308-316
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• 2011

Although a yacht sails operate with large displacement due to very thin thickness, many studies for flow around yacht sails have not considered the sail deformation. The sail deformation not only caused a change in the center of effect(CE) on the sail but also a change in the thrust of the sail. The change of the CE and thrust affects the center of lateral resistance(CLR) and side forces of the hull, and the balance of the yacht. These changes affect the motion of the yacht which changes the velocity of the yacht. Thus, when analyzing the flow around yacht sails, the sail deformation should be considered. In the present study, fluid-structure-interaction(FSI) analysis of a two dimensional section of yacht sails was performed to consider the effects of sail deformation on the lift and drag performance. FSI and moving mesh methods were studied. Computational methods were verified using benchmark test cases such as the flow around horizontal and vertical cantilever beams. Shape deformation, pressure distribution, lift forces and separation flow were compared for both rigid and deformable sail.

• 한국소음진동공학회논문집
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• 제17권2호
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• pp.105-113
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• 2007

In this study, three-dimensional rotordynamic analyses have been conducted using equivalent beam, hybrid and full three-dimensional models. The present computational method is based on the general finite element method with rotating gyroscopic effects of the rotor system. General purpose commercial finite element code, SAMCEF which includes practical rotordynamics module with various types of rotor analysis tools and bearing elements is applied. For the purpose of numerical verification, comparison study for a benchmark rotor model with support bearings is performed first. Detailed finite element models based on three different modeling concepts are constructed and then computational analyses are conducted for the realistic and complex three-dimensional rotor system. The results for rotor stability and mass unbalance response are presented and compared with the experimental vibration test data conducted herein.

• 한국건설관리학회논문집
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• 제14권4호
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• pp.15-23
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• 2013

건설프로젝트는 현장여건의 변화와 불확실성으로 신뢰성 높은 계획을 수립하기 힘들고 따라서 건축시공시뮬레이션 시스템의 도입으로 그러한 문제점을 해결하고 신뢰성 높은 계획을 수립하려는 노력을 보이고 있다. 그러나 현시점의 시뮬레이션 시스템은 단순 애니메이션 용도로만 사용되고 실제 엔지니어링 업무를 지원하는 경우도 드물다. 최근 들어 이러한 한계점을 탈피하고 보다 시뮬레이션 시스템을 보다 적극적으로 사용하기 위한 연구와 개발이 이루어지고 있다. 하지만 BIM의 가장 핵심이 업무 효율성이라는 점에서 이러한 BIM기반 건축시공시뮬레이션시스템 등의 BIM기반 시스템은 성능 분석이 매우 필요한 요소라고 판단된다. 본 연구에서는 이를 위하여 시뮬레이션의 핵심 업무 프로세스를 정의하고 표준 시나리오를 정의하여 이를 기준으로 성능을 분석하는 방법론을 제시함으로써 좀 더 효율적이고 적극성을 갖춘 시뮬레이션 시스템 개발을 가능하게 하고자 한다.

• Computers and Concrete
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• 제1권2호
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• pp.211-226
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• 2004

A relatively simple multiple-vertical-line-element macro model has been incorporated into a standard computer code DRAIN-2D. It was used in blind predictions of seismic response of cantilever RC walls subjected to a series of consequent earthquakes on a shaking table. The model was able to predict predominantly flexural response with relative success. It was able to predict the stiffness and the strength of the pre-cracked specimen and time-history response of the highly nonlinear wall as well as to simulate the shift of the neutral axis and corresponding varying axial force in the cantilever wall. However, failing to identify the rupture of some brittle reinforcement in the third test, the model was not able to predict post-critical, near collapse behaviour during the subsequent response to two stronger earthquakes. The analysed macro model seems to be appropriate for global analyses of complex building structures with RC structural walls subjected to moderate/strong earthquakes. However, it cannot, by definition, be used in refined research analyses monitoring local behaviour in the post critical region.

• Smart Structures and Systems
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• 제18권1호
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• pp.93-115
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• 2016

A particle tuned mass damper (PTMD) system is the combination of a traditional tuned mass damper (TMD) and a particle damper (PD). This paper presents the results of an experimental and analytical study of the damping performance of a PTMD attached to the top of a benchmark model under wind load excitation. The length ratio of the test model is 1:200. The vibration reduction laws of the system were explored by changing some system parameters (including the particle material, total auxiliary mass ratio, the mass ratio between container and particles, the suspending length, and wind velocity). An appropriate analytical solution based on the concept of an equivalent single-unit impact damper is presented. Comparison between the experimental and analytical results shows that, with the proper use of the equivalent method, reasonably accurate estimates of the dynamic response of a primary system under wind load excitation can be obtained. The experimental and simulation results show the robustness of the new damper and indicate that the damping performance can be improved by controlling the particle density, increasing the amount of particles, and aggravating the impact of particles etc.

• Nuclear Engineering and Technology
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• 제18권1호
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• pp.27-37
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• 1986

본 논문에서는 고리 1호기의 원자로 압력용기와 1차 콘크리트 차폐체 사이의 인자로 공동에서의 발사선 흐름 현상을 평가하였다. 원자로 압력용기 외부 표면에서 방출되는 누출 선속을 계산하기 위해 사용될 적합한 중성자 단면적 자료를 얻기 위하여, DLC-23/CASK, DLC-31/FEWG그리고 DLC-47/BUGLE 등 세 가지의 중성자 단면적 자료에 대한 검증 계산을 수행하였다. 누출 선속 계산은 ANISN으로 1차원적 계산을, DOT3.5로 2차원적 계산을 수행하였으며, 또한 원자로 공동에서의 방사선 흐름 현상을 분석하기 위하여, 알베도 개념이 도입된 몬테카를로 방법을 사용하는 MORSE-CG 전산 코드를 이용하여 3차원적 해석을 하였다. 그리고, 원자로 플랜지 부위에서의 방사화 분석을 수행하여 스터드 볼트의 방사화 정도를 평가하였다.