• 한국정보처리학회논문지
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• 제7권7호
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• pp.1997-2007
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• 2000

This paper presents a new benchmark for object-relational database systems, which are regarded as the next-generation database system. This benchmark has been developed to evaluate system performance peculiar to object-relational database systems. The design philosophy, test databases, an test queries of the benchmark are presented. This benchmark features scaleability, use of a synthesized database only, and a query-oriented evaluation. We have implemented his benchmark with two commerical object-relational database systems and the experimental results are also reported.

• KIEE International Transactions on Power Engineering
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• 제5A권3호
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• pp.207-213
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• 2005

This paper deals with the development of benchmark systems based on the Korea Electric Power Corporation (KEPCO) system. A novel procedure for constructing a dynamic equivalent system of the KEPCO system is proposed. By using such a system, various scenarios can be simulated and compared with the original system. The results of the simulation show the benefits of the proposed equivalent system and its validity is confirmed by applying it to the KEPCO system.

• 정보과학회 논문지
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• 제43권4호
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• pp.411-418
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• 2016

최근 낸드 플래시 메모리가 널리 보급됨에 따라 기존 파일 시스템의 한계를 보완하고 낸드 플래시 메모리의 장점을 활용하기 위한 파일 시스템 연구가 활발히 진행되고 있다. 이렇게 제안된 파일 시스템들에 대해서는, 일반적으로 벤치마크를 통해 성능 측정이 이루어진다. 서버나 모바일 환경에서 실제 시스템의 성능 측정이 어려울 경우, 벤치마크는 측정하고자 하는 실제 시스템에 대한 직접적인 성능 측정 대신 워크로드를 통해 재현된 환경에서 소프트웨어적 성능 측정을 가능하게 한다. 이 때, 성능 측정 환경이 실제 시스템이 아니기 때문에 측정하는 시스템 환경에 따라서 일정하지 않은 성능 측정 결과를 보인다. 이에 본 논문에서는 파일 시스템의 성능을 측정하는데 흔히 사용되는 벤치마크 중에서 Filebench를 이용하여 여러 가지 시스템 환경에 따른 성능 측정 결과를 살펴보고 측정 결과의 변동이 생기는 원인을 알아본다. 실험 결과, 캐시 내부에 벤치마크 I/O 외의 성능 측정에 불필요한 I/O가 많이 발생할수록 벤치마크의 성능 측정 결과가 떨어지는 것을 확인하였다. 또한 fsync 동작이 포함된 백그라운드 I/O를 동작시키는 경우에는 최대 98.2%의 성능 저하가 발생하는 것을 확인하였다.

• 한국컴퓨터정보학회논문지
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• 제15권8호
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• pp.1-11
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• 2010

데이터스트림 관리시스템(DSMS)의 많은 응용분야에서는 단순한 실시간 스트림 데이터의 효율적인 처리뿐만 아니라 기존의 DBMS와 결합하여 데이터마이닝이나 데이터웨어하우징 같은 고급 서비스를 사용자에게 제공하는 것을 요구하고 있다. 본 논문에서는 고급 서비스를 위하여 DSMS와 DBMS를 결합한 시스템의 성능평가를 위한 도구를 개발하였다. 기존 연구 개발된 대표적인 DSMS와 DBMS를 결합하여 네트워크 모니터링 스트림 데이터를 기반으로 통합된 시스템의 성능평가를 수행하였다. 통합된 시스템의 평가를 위하여 JAVA로 통합 시스템 성능 평가 툴을 개발하였으며, 개발 된 툴을 이용하여 DSMS(STREAM, Coral8)와 DBMS(MySQL, Oracle10g)를 결합한 시스템의 성능평가를 수행하였다

• 한국정밀공학회지
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• 제22권11호
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• pp.202-209
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• 2005

In this paper, benchmark tests of Rapid Prototyping(RP) are presented to evaluate characteristics of various RP Systems and Processes, and several decision-support systems are developed to select RP Machine/Process suitable to user's requirements. Results of the RP benchmark tests are applied to the recently developed RP machines for the purpose of analyzing attributes such as dimensional accuracy, surface roughness, build cost, build time, and etc. Decision-making support systems are also developed, which contain not only new LCE (Linear Confidence Equation) algorithm but also modified PRES and MDS algorithm. Those algorithms are proved to be effective in that reasonably acceptable results are obtained on several cases of different inputs.

• 정보처리학회논문지D
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• 제12D권1호
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• pp.13-20
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• 2005

조인 연산은 데이터베이스 시스템의 가장 기본적이고 중요한 연산이며, 큰 수행 비용을 필요로 하는 연산이다. 지금까지 효율적인 조인 연산의 구현과 평가를 위한 다양한 연구가 진행되었다. 기존의 조인 연산 평가는 구현자 관점에서 우수한 알고리즘을 규명하기 위해 개발되었다. 본 논문은 사용자 관점에서 조인 연산 성능을 평가하는 조인 연산 평가 방법론을 기술한다. 본 성능 평가는 사용자가 자신의 업무에 적합한 조인 연산을 수행하는 데이터베이스 시스템을 선택하는데 도움을 준다. 본 논문에서는 두 가지 조인 범주와 여섯 가지의 조인 성능 영향 요소를 고려하여 42개의 평가 질의를 제안한다. 마지막으로 제안된 방법론에 따라 두 개의 상용 데이터베이스 시스템을 대상으로 구현하고 성능 평가 결과를 기술하였다.

• 한국IT서비스학회지
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• 제5권3호
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• pp.99-108
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• 2006

Public institutions are considering adoption of open-source software in the process of information projects. However, there doesn't exist reliable information about an adoption process for open-source software. Performance and stability problems of this software also persist, as a result, current open-source software is not widely used. As a software market and industry grows, Benchmark test has been performed more often than before in order to help customers understand and select the most appropriate product among myriad similar ones. It is certain that more objective and trustful data evidence should be obtained by way of utilizing the procedures and methods of Benchmark Test in decision making process for selecting an open-source software. For this research, Benchmark test was applied as a way of demonstrating performance verification of an open-source software in the public institutions. It is certain that more objective and trustful data evidence should be obtained by way of utilizing the procedures and methods of Benchmark Test in decision making process for selecting an open-source software. It also introduces a case study of a information system, which selected and implemented open-source software, in order to confirm the validity of this research. This research will serve as a guideline to adopt open-source software in governments as well as public institutions.

• 한국원자력학회:학술대회논문집
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• 한국원자력학회 2002년도 춘계공동학술발표회요약집
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• pp.66-66
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• 2002

Under Atomic Energy Society of Japan (AESJ) and Japan Atomic Energy Research Institute (JAERO, a Working Party on Reactor Physics of Accelerator-Driven System (ADS-WP) has been set since March 1999 to review and investigate special subjects related to reactor physics research of Accelerator-Driven System (ADS). In the ADSWP, the extensive and aggressive activity is being made by 25 professional members in the field of reactor physics in Japan. The ADS is now studying three subjects related to subcriticality of ADS; (1) calculation accuracy of sub criticality on ADS, (2) critical safety issues of ADS, and (3) theoretical review of subcriticality and its measurement methods. This paper describes two topics related to the subjects (1) and (2); one is an analysis of maximum reactivity potentially inserted to a subcritical core and the other is a benchmark proposal for checking calculation accuracy of sub criticality on ADS. The full specification of the calculation benchmark will be supplied by June 2002. Researchers from overseas, especially from Korea, are welcome to join this benchmark

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 추계 학술발표회논문집
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• pp.155-162
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• 2003

The evolved energy concept has been demonstrated to fir the seismic evaluation of various steel connection details with the objective basis. For this, the strain energy stored in the structural system obtained from the experimental database has been normalized by that of a benchmark system. In this notion, the ideal elastic-perfectly plastic structural system has been assumed as a benchmark. In addition, the attempt shows that those previously peformed experimental database can be recycled to have further significance.

• Earthquakes and Structures
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• 제15권3호
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• pp.227-241
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• 2018

The present paper deals with the optimum performance of the passive hybrid control system for the benchmark highway bridge under the six earthquakes ground motion. The investigation is carried out on a simplified finite element model of the 91/5 highway overcrossing located in Southern California. A viscous fluid damper (known as VFD) or non-linear fluid viscous spring damper has been used as a passive supplement device associated with polynomial friction pendulum isolator (known as PFPI) to form a passive hybrid control system. A parametric study is considered to find out the optimum parameters of the PFPI system for the optimal response of the bridge. The effect of the velocity exponent of the VFD and non-linear FV spring damper on the response of the bridge is carried out by considering different values of velocity exponent. Further, the influences of damping coefficient and vibration period of the dampers are also examined on the response of the bridge. To study the effectiveness of the passive hybrid system on the response of the isolated bridge, it is compared with the corresponding PFPI isolated bridges. The investigation showed that passive supplement damper such as VFD or non-linear FV spring damper associated with PFPI system is significantly reducing the seismic response of the benchmark highway bridge. Further, it is also observed that non-linear FV spring damper hybrid system is a more promising strategy in reducing the response of the bridge compared to the VFD associated hybrid system.