• 정보처리학회논문지A
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• 제10A권1호
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• pp.49-58
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• 2003

송신자 개시 부하 균등 알고리즘에서는 전체 시스템이 과부하일 때 송신자(과부하 프로세서)가 부하를 이전하기 위해 수신자(과부하 프로세서)를 발견할 때까지 불필요한 이전 요청 메시지를 계속 보내게 된다. 따라서 이 같은 상황에서는 저부하 상태인 수신자 프로세서로부터 승인 메시지를 받기까지 불필요한 프로세서간 통신으로 인하여 프로세서의 이용률이 저하되고 또한 타스크의 처리율이 낮아지는 문제점이 발생한다. 본 논문에서는 이질형 분산 시스템에서의 동적 부하 균등을 위해 유전자 알고리즘을 기반으로 하는 접근 방법을 제안한다. 이 기법에서는 불필요한 요청 메시지를 줄이기 위해 요청 메시지가 전송될 프로세서들이 제안된 유전자 알고리즘에 의해 결정된다.

• Computers and Concrete
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• 제20권1호
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• pp.11-22
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• 2017

There are two methods to model the plastification of members comprising lumped and distributed plasticity. When a reinforced concrete member experiences inelastic deformations, cracks tend to spread from the joint interface resulting in a curvature distribution; therefore, the lumped plasticity methods assuming plasticity is concentrated at a zero-length plastic hinge section at the ends of the elements, cannot model the actual behavior of reinforced concrete members. Some spread plasticity models including uniform, linear and recently power have been developed to take extended inelastic zone into account. In the aforementioned models, the extended inelastic zones in proximity of critical sections assumed close to connections are considered. Although the mentioned assumption is proper for the buildings simply imposed lateral loads, it is not appropriate for the gravity load effects. The gravity load effects can influence the inelastic zones in structural elements; therefore, the plasticity models presenting the flexibility distribution along the member merely based on lateral loads apart from the gravity load effects can bring about incorrect stiffness matrix for structure. In this study, the linear flexibility distribution model is improved to account for the distributed plasticity of members subjected to both gravity and lateral load effects. To do so, a new model in which, each member is taken as one structural element into account is proposed. Some numerical examples from previous studies are assessed and outcomes confirm the accuracy of proposed model. Also comparing the results of the proposed model with other spread plasticity models illustrates glaring error produced due to neglecting the gravity load effects.

• Journal of Electrical Engineering and Technology
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• 제2권3호
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• pp.329-334
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• 2007

In this paper, a new load flow algorithm is proposed on the basis of distributed load modeling in radial distribution networks. Since the correct state data in the distribution power networks is basic for all distribution automation algorithms in the Distribution Automation System (DAS), the distribution networks load flow is essential to obtain the state data. DAS Feeder Remote Terminal Units (FRTUs) are used to measure and acquire the necessary data for load flow calculations. In case studies, the proposed algorithm has been proven to be more accurate than a conventional algorithm; and it has also been tested in a simple radial distribution system.

• 설비공학논문집
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• 제23권4호
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• pp.265-272
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• 2011

The electrical load profiles of end-users must be analysed properly to introduce distributed generation system efficiently. In this study, numerical simulation for predicting a residential electrical load profile was developed to satisfy categorized electricity consumption range. We applied bottom-up approach to compose electrical load profile by using data from official reports and statistics. The electrical load profile produced from the simulation predicted peak times of public report accurately and agreed well with the standard residential electrical load profile of official reports within average error of 16.2%.

• 한국정보과학회논문지:시스템및이론
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• 제33권3호
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• pp.193-204
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• 2006

대부분의 분산 웹 시스템은 Domain Name System(DNS)을 이용하여 사용자 요청을 분산한다. DNS 기반 부하분산 시스템은 구성하기 쉬운 장점이 있지만, 주소 캐싱 매커니즘에 의해 서버들 사이의 부하 불균형이 발생한다. 또한, 서버의 상태를 파악하기 위해서 DNS의 수정이 필요하다. 본 논문에서는 DNS의 동적 갱신(dynamic update)과 라운드로빈 방법을 이용한 새로운 부하분산 기법을 제안한다. 본 논문에서 제안하는 방법은 DNS의 수정 없이 동적인 부하분산을 한다. 본 논문에서 제안하는 시스템은 서버의 부하량에 따라 서버를 DNS 리스트에 동적으로 추가, 삭제한다. 부하가 많은 서버를 DNS 리스트에서 제거함으로써 사용자 응답시간이 빠르다. 동적인 부하분산을 위하여 CPU와 메토리 네트워크 자원의 사용률에 따른 부하분산 알고리즘을 제안한다. GUI 기반의 관리도구를 이용하여 손쉽게 제안하는 시스템을 관리할 수 있다. 실험을 통하여 본 논문에서 구현한 모듈들이 제안된 시스템의 성능에 많은 영향을 주지 않는다는 것을 보여준다. 또한 기존 라운드로빈 DNS와의 비교실험을 통하여 사용자 응답시간과 파일전송률이 더 빠르다는 것을 보여준다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 1997년도 추계학술대회논문집; 한국과학기술회관; 6 Nov. 1997
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• pp.408-413
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• 1997

The linear dynamic response of a simply supported uniform beam under a moving load of constant magnitude is investigated. When the ratio of the moving weight and the structure weight is small, moving object is considered as a concentrated or distributed moving force, that is large external loading can be considered as a concentrated or distributed moving masses. Result from the numerical solutions of the differential equations of motion are shown graphically. Moreover, when considering the maximum deflection for the mid-span of the hewn, the critical speeds of the moving load have been evaluated.

• 전기학회논문지
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• 제58권7호
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• pp.1263-1269
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• 2009

Stable and sustainable power supply means maintaining a certain level of power quality and service while securing energy resource and resolving environmental issues. Distributed generation (DG) has become an essential and indispensable element from environmental and energy security perspectives. It is known that voltage violation is the most important constraint for load variation and the maximum allowable DG. In distribution system, sending voltage from distribution substation is regulated by ULTC (Under Load Tap Changer) designed to maintain a predetermined voltage level. ULTC is controlled by LDC (Line Drop Compensation) method compensating line voltage drop for a varying load, and the sending voltage of ULTC calls for LDC parameters. The consequence is that the feasible LDC parameters considering variation of load and DG output are necessary. In this paper, we design each LDC parameters determining the sending voltage that can satisfy voltage level, decrease ULTC tap movement numbers, or increase DG introduction. Moreover, the maximum installable DG capacity based on each LDC parameters is estimated.

• 설비공학논문집
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• 제6권4호
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• pp.344-353
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• 1994

This study numerically analyzed the dynamic characteristics of the frequency response on the pneumatic transmission line with load impedances. The pressure transfer function is represented by the distributed parameter line model. To validate the mathematical approximations of Bessel function ratios, the results of frequency response in a blocked line were compared with those obtained by the Infinite-product, Brown's and Square-root approximations. Special emphasis was given to the frequency response characteristics on the pneumatic transmission line with load impedances. Computations were carried out for the wide range of parameters in terms of load capacitance ratio and load resistance ratio. The present results indicated that the theoretical model is capable of accurately predicting the frequency response characteristics for any configuration of a fluid transmission line.

• 인터넷정보학회논문지
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• 제3권6호
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• pp.53-61
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• 2002

본 논문은 이종 분산시스템을 위한 동적 부하균등 알고리즘을 제안하였다 본 알고리즘은 타스크들이 재배치할 수 있게 한다. 알고리즘의 핵심은 송신자로부터 수신자에게로 적절한 처리 요구량을 전송하는데 있다 본 전송량은 동적으로 송신자와 수신자간 협상과정에서 결정된다. 이러한 전송량이 결정될 때 고려되는 요소들은 다른 노드의 처리속도 현재 송신자와 수신자간의 부하상태, 재배치하기에 적절한 처리요구 등이다. 본 연구에서는 또한 이종시스템을 위해 특별히 설계된 부하상태 전략도 제안하였다. 연구결과는 제안한 알고리즘이 현존하는 알고리즘에 비해 뛰어난 성능을 보였고 시스템 속성이 다양한 측면에서 안정적이다.

• 한국공간구조학회논문집
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• 제15권2호
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• pp.51-59
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• 2015

In this study, a shape design and an analysis considering structural stability were investigated to develop an icosahedron-based hemispherical modular dome. To design this modular dome, a program that can perform icosahedron shape modeling, modularization of joint connection members, and the analysis of structural stability was developed. Furthermore, based on the adopted numerical model, the eigen buckling mode, unstable behavior characteristics according to load vector, and the critical buckling load of the modular dome under uniformly distributed load and concentrated load were analyzed, and the resistance capacities of the structure according to different load vectors were compared. The analysis results for the modular dome suggest that the developed program can perform joint modeling for shape design as well as modular member design, and adequately expressed the nonlinear behaviors of structured according to load conditions. The critical buckling load results also correctly reflected the characteristics of the load conditions. The uniformly distributed load was more advantageous to the structural stability than concentrated load.