• 한국정보통신학회논문지
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• 제10권2호
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• pp.271-275
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• 2006

STP는 토폴로지 구성방법에 따라 네트워크의 성능이 달라진다. 따라서 효율적인 네트워크 환경을 위하여 최적의 토폴로지를 구성할 필요가 있다. 본 논문은 이더넷에서 스위치들 사이의 효율적인 네트워크 구축을 위한 최적의 토폴로지 구성방법을 제안하였다. 루트스위치에서 송신한 프레임을 같은 도메인 안에 있는 스위치들이 프레임을 수신하는 시간을 수학적 모델로 계산하여 최적의 토폴로지 구성 방법을 도출하였다. 그리고 최적의 토폴로지에서의 루트 스위치의 위치에 따른 성능을 분석하였다. 성능 분석 결과 정방형으로 설계된 망에서 루트스위치가 중앙에 위치하게 설계하는 것이 효과적이라는 결론을 얻을 수 있었다.

• 한국멀티미디어학회논문지
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• 제16권4호
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• pp.472-482
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• 2013

본 논문에서는 실내 위치 인식 및 네트워크 성능 향상을 고려한 무선 랜 토폴로지의 구성 방안을 제안하였다. 먼저 위치 인식 및 네트워크 성능 향상을 고려하여 최적화된 무선 랜 토폴로지를 생성하는데 사용되는 4개의 목적 함수들을 설계하였다. 그리고 주어진 목적 함수로부터 근사 최적해를 생성하는 시뮬레이티드 어닐링과 타부 탐색 및 유전자 알고리즘 기반 메타 휴리스틱 알고리즘을 구현하였다. 마지막으로, 목적 함수와 메타 휴리스틱 알고리즘을 사용하여 제안한 무선 랜 토폴로지의 구성 방안에 대한 성능 분석을 수행하였다.

• Steel and Composite Structures
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• 제21권3호
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• pp.501-515
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• 2016

Seismic analysis for steel frame structure with brace configuration using topology optimization based on truss-like material model is studied. The initial design domain for topology optimization is determined according to original steel frame structure and filled with truss-like members. Hence the initial truss-like continuum is established. The densities and orientation of truss-like members at any point are taken as design variables in finite element analysis. The topology optimization problem of least-weight truss-like continuum with stress constraints is solved. The orientations and densities of members in truss-like continuum are optimized and updated by fully-stressed criterion in every iteration. The optimized truss-like continuum is founded after finite element analysis is finished. The optimal bracing system is established based on optimized truss-like continuum without numerical instability. Seismic performance for steel frame structures is derived using dynamic time-history analysis. A numerical example shows the advantage for frame structures with brace configuration using topology optimization in seismic performance.

• 한국정보통신학회논문지
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• 제16권7호
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• pp.1416-1427
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• 2012

본 논문에서는 생존 가능한 선박 백본 네트워크의 설계 기법을 제안하였다. 제안한 설계 기법에서 선박 백본 네트워크의 토폴로지를 근사 최적으로 구성하기 위하여 먼저 선박 장치의 통신 인터페이스와 링크가 이중화로 구성된 선박 백본 네트워크의 효율적인 구조를 분석 및 제안하였다. 그리고 제안한 선박 백본 네트워크의 구조를 고려한 정수선형계획법 기반 물리 토폴로지의 구성 방안을 제안하였다. 마지막으로 메타 휴리스틱 기법을 적용하여 물리 토폴로지 계층 위에서 형성되는 논리 토폴로지의 구성 방안을 제안하였다.

• 한국정보통신학회논문지
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• 제22권3호
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• pp.548-556
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• 2018

NMS(Network Management System)는 네트워크 관리를 목적으로 소규모 또는 대규모 네트워크를 운영하는 곳에서 필수적으로 사용되는 시스템이다. 기존 NMS에서는 네트워크 규모가 커지고 구성정보가 복잡해짐에 따라 네트워크 현황파악이 점점 어려워지고 있으며 네트워크 장비의 장애진단에 시간이 많이 소요된다. 본 논문에서는 NMS의 문제점을 보완하기 위해 JavaScript와 Python, HTML5 기반의 TWaver를 이용하여 자동으로 웹 기반 네트워크 토폴로지를 구현한다. 토폴로지 세부 구현 내용으로는 NMS시스템에 등록된 장비 정보를 기반으로 장비의 연결정보를 자동으로 수집하여 수집정보를 데이터화하고, 웹 기반의 네트워크 토폴로지를 구현하며 구현된 토폴로지에서 원격 장애진단을 수행할 수 있는 기능을 포함한다. 네트워크 토폴로지에서 구성관리, 장애관리, 성능관리 기능을 종합적으로 추가하여 사용자가 네트워크 관리를 함에 있어 체계화된 데이터 관리를 통해 NMS시스템의 품질 향상을 기대할 수 있다.

• 대한기계학회논문집A
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• 제31권1호
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• pp.43-49
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• 2007

A new electric coil design methodology using the notion of topology optimization is developed. The specific design problem in consideration is to find optimal coil configuration that maximizes the Lorentz force under given magnetic field. Topology optimization is usually formulated using the finite element method, but the novel feature of this method is that no such partial differential equation solver is employed during the whole optimization process. The proposed methodology allows the determination of not only coil shape but also the number of coil turns which is not possible to determine by any existing topology optimization concept and to perform single coil strand identification algorithm. The specific applications are made in the design of two-dimensional fine-pattern focusing coils of an optical pickup actuator. In this method, the concept of equivalent magnetizing current is utilized to calculate the Lorentz force, and the optimal coil configuration is obtained without any initial layout. The method is capable of generating the location and shape of turns of coil. To confirm the effectiveness of the proposed method in optical pickup applications, design problems involving multipolar permanent magnets are considered.

• Steel and Composite Structures
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• 제23권2호
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• pp.173-186
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• 2017

Conceptual configuration and seismic performance of high-rise steel frame-brace structure are studied. First, the topology optimization problem of minimum volume based on truss-like material model under earthquake action is presented, which is solved by full-stress method. Further, conceptual configurations of 20-storey and 40-storey steel frame-brace structure are formed. Next, the 40-storeystructure model is developed in Opensees. Two common configurations are utilized for comparison. Last, seismic performance of 40-storey structure is derived using nonlinear static analysis and nonlinear dynamic analysis. Results indicate that structural lateral stiffness and maximum roof displacement can be improved using brace. Meanwhile seismic damage can also be decreased. Moreover, frame-brace structure using topology optimization is most favorable to enhance lateral stiffness and mitigate seismic damage. Thus, topology optimization is an available way to form initial conceptual configuration in high-rise steel frame-brace structure.

• 정보처리학회논문지A
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• 제8A권2호
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• pp.157-166
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• 2001

A simulation package has been developed as an event-driven system that can handle the hardware configuration of STC104 and algorithm proposed in the sister paper of ‘Study on High Speed Routers(II).’After various STC104 topology of meshes, torus, and hypercubes are constructed using up to 512 switches, the performance of each topology has been analyzed under different message generation rate in terms of throughputs, latency, and packet blocking time. Modified multicast algorithms for STC104 have been proposed for STC104 after U-mesh and U-torus in order to overcome the multicasting difficulty because of the point-to-point communication method found in STC104. The performance of the multicast algorithms have been analyzed over meshes and torus configuration. Throughput gets higher in the order of mesh, torus, and hypercube. Throughput difference among topology were distinctive in the zone of high message generation rate. Latency and blocking time increased in the order of hypercube, torus, and mesh. U-mesh and U-torus of software multicast showed similar throughput, however, U-mesh peformed slightly better result. These algorithms showed eight to ten times better results compared to individual message pass for 90 destination nodes. Multi-link environment also showed better performance than single-link environment because multi-link network used the extra links for communication.

• Journal of Power Electronics
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• 제16권5호
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• pp.1763-1772
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• 2016

To reduce system complexity and implementation costs, fully-controlled H-bridge (FHB) modules and diode H-bridge PFC (DHB) modules are cascaded to form a hybrid cascaded H-bridge rectifier (HCHR). In this paper, the advantages of such a HCHR over other cascaded rectifiers are analyzed depending on the numbers of FHB modules and DHB modules. Therefore, to assign proper numbers to these two kinds of modules for the HCHR, a configuration determination method is investigated under balanced and imbalanced loads. Three principles are also presented to guide the configuration determination for the HCHR. In addition, the constraints for selecting the step-up ratio and filter inductance are derived based on a phasor diagram analysis. The proposed configuration determination method is validated by simulations under three different conditions in the PSIM environment. Finally, experiments are carried out on a scaled-down prototype where the configuration can be easily adjusted. The feasibility of the proposed theory is then verified by experimental results.

• Computers and Concrete
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• 제19권4호
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• pp.405-411
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• 2017

Carbon Fiber Reinforced Plastic (CFRP) has commonly been used to strengthen existing RC structures. Wrapping the whole component with CFRP is an effective method and simple to execute. Besides, specific configuration of CFRP sheets (L, X and T shape) has also been considered in some experiments to examine CFRP effects in advance. This study aimed to provide an optimal CFRP configuration to effectively retrofit the beam-column connection using continuous material topology optimization procedure. In addition, Moved and Regularized Heaviside Functions and penalization factors were also considered. Furthermore, a multi-material procedure was also used to compare with the results from the single material procedure.