• 인터넷정보학회논문지
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• 제2권4호
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• pp.33-39
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• 2001

최근 인터넷의 사용이 보편화되고 온라인 상의 제품구입으로 인하여 인터넷 쇼핑몰은 일반화되었다. 그러나 아직 중소기업에서 인터넷 쇼핑몰을 구축하기 위해서는 전문지식부족, 구축비용 등으로 인하여 어려움을 겪고있다. 본 논문에서는 공개형 프로그램을 기반으로 몰 구축에 필요한 관리자 메뉴를 통합하여 웹 몰 관리자 도구 시스템을 구현하였다. 이 시스템은 구축비용을 절감할 뿐 아니라 기업의 업무 환경에 적합한 몰 구축을 가능하게 하며 유지 보수도 간편한 이점이 있다. 따라서 초기 구축비용 부담과 유지를 위한 인력 문제로 웹 몰 구축에 어려움을 겪고 있는 중소기업에 하나의 해결책을 제시해 준다.

• Structural Engineering and Mechanics
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• 제88권4호
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• pp.301-309
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• 2023

In this paper, a new modified conjugate gradient (MCG) method is presented which is based on a new gradient regularizer, and this method is used to identify the dynamic load on airfoil structure without and with considering random structure parameters. First of all, the newly proposed algorithm is proved to be efficient and convergent through the rigorous mathematics theory and the numerical results of determinate dynamic load identification. Secondly, using the perturbation method, we transform uncertain inverse problem about force reconstruction into determinate load identification problem. Lastly, the statistical characteristics of identified load are evaluated by statistical methods. Especially, this newly proposed approach has successfully solved determinate and uncertain inverse problems about dynamic load identification. Numerical simulations validate that the newly developed method in this paper is feasible and stable in solving load identification problems without and with considering random structure parameters. Additionally, it also shows that most of the observation error of the proposed algorithm in solving dynamic load identification of deterministic and random structure is respectively within 11.13%, 20%.

• 한국국방경영분석학회지
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• 제34권2호
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• pp.163-174
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• 2008

군은 신뢰도(Reliability)나 가용도(Availability)가 다른 어떤 조직보다 중요한 조진이다. 최근에는 시스템 준비태세(System Readiness)를 강조하며, 무기체계의 성능뿐 아니라 가용도를 중요한 성과 목표로 정의하고 있어 이런 경향은 심화되고 있다. 이런 맥락에서, 군의 중요한 설비나 장비들은 신뢰도(Reliability)와 가용도(Availability) 제고를 위해 만약의 경우를 대비하는 여유 장비를 운용하고 있다. 이를 정비대충장비(M/F Maintenance Float, 이하 M/F) 라고 한다. 군의 정비대충장비는 매년 장비의 수량과 가동률을 적용하여 소요량을 산출하고 있으나, 기존의 방법은 고장특성과 정비부대의 정비능력에 대한 고려가 미흡하여, M/F 도입에 따른 효과인 신뢰도와 가용성 제고를 원래 의도된 목표만큼 달성하지 못하고 있다. 본 연구에서는 대기행렬이론과 흡수 마코프체인을 활용하여, M/F 재고 수준 결정을 위한 분석 모형을 제시하고, 그 결과를 활용하여 역습부대역할을 수행하는 OO부대에서 운용되고 있는 K-1 전차의 운영유지 대풍장비의 최적 수량을 산출했다. 본 연구는기존 연구에 비해 이해가 용이한 (Tractable) 방법론을 활용하면서도 M/F 수준과 관련된 의사결정을 정교하게 묘사할 수 있는 모형을 제시했다는 점에서 의의가 있다.

• 한국물환경학회지
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• 제22권2호
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• pp.230-237
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• 2006

The operational parameters and control strategies of a tertiary wastewater treatment process a biological filtration system were investigated. The biological filtration system consisted of a nitrification filter (Fiter 1) and a polishing filter with anoxic and aerobic parts (Filter 2). SS, T-C-BOD, and T-N in effluent were kept stable at less than 3, 5 mg/L, and 5 mgN/L, respectively, under a HRT in Filter (filter-bed) of 0.37~2.3 h. T-N at the outlet of Filter 2 were about 1~5 mgN/L under the condition of LV of 50~202 m/d. Methanol addition was controlled based on the COD/N ratio or McCarty's equation. Constant COD/N ratio control results in excess addition under large diurnal fluctuation of $NOx^--N$, and McCarty's equation can be used to add appropriate amount of methanol. Control of methanol addition by on-line nitrate measurement, control of aeration by on-line DO measurement, and control of backwashing by head loss measurement are successfully operated. These results proved that this process prove the easy-maintenance and cost-effectively treatment is attainable.

• 한국정보시스템학회지:정보시스템연구
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• 제19권4호
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• pp.25-49
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• 2010

As companies introduced ERP (Enterprise Resource Planning) systems since the middle of 1990s, the databases of the companies has become centralized and gigantic. The companies are now developing data-mining based applications on those centralized and gigantic databases for knowledge management. Almost of them are using $Pro^*C$/C++, a embedded SQL programming language, and it's because the $Pro^*C$/C++ is independent of platforms and also fast. However, they suffer from difficulties in development and maintenance due to the characteristics of corporate databases which have intrinsically large number of tables and fields. The purpose of this research is to design and implement a methodology which makes it easier to develop and maintain embedded SQL applications based on relational databases. Firstly, this article analyzes the syntax of $Pro^*C$/C++ and addresses the concept of repetition and duplication which causes the difficulties in development and maintenance of corporate information systems. Then, this article suggests a management architecture of source codes and databases in which a preprocessor generates $Pro^*C$/C++ source codes by referring a DB table specification, which would solve the problem of repetition and duplication. Moreover, this article also suggests another architecture of DB administration in which the preprocessor generates DB administration commands by referring the same table specification, which would solve the problem of repetition and duplication again. The preprocessor, named $PrePro^*C$, has been developed under the UNIX command-line prompt environment to preprocess $Pro^*C$/C++ source codes and SQL administration commands, and is under update to be used in another DB interface environment like ODBC and JDBC, too.

• Structural Monitoring and Maintenance
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• 제5권1호
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• pp.151-171
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• 2018

Transmission tower-line systems are commonly slender and generally possess a small stiffness and low structural damping. They are prone to impulsive excitations induced by cable rupture and may experience strong vibration. Excessive deformation and vibration of a transmission tower-line system subjected to cable rupture may induce a local destruction and even failure event. A little work has yet been carried out to evaluate the performance of transmission tower-line systems in mountain areas subjected to cable rupture. In addition, the control for cable rupture induced vibration of a transmission tower-line system has not been systematically conducted. In this regard, the dynamic response analysis of a transmission tower-line system in mountain areas subjected to cable rupture is conducted. Furthermore, the feasibility of using viscous fluid dampers to suppress the cable rupture-induced vibration is also investigated. The three dimensional (3D) finite element (FE) model of a transmission tower-line system is first established and the mathematical model of a mountain is developed to describe the equivalent scale and configuration of a mountain. The model of a tower-line-mountain system is developed by taking a real transmission tower-line system constructed in China as an example. The mechanical model for the dynamic interaction between the ground and transmission lines is proposed and the mechanical model of a viscous fluid damper is also presented. The equations of motion of the transmission tower-line system subjected to cable rupture without/with viscous fluid dampers are established. The field measurement is carried out to verify the analytical FE model and determine the damping ratios of the example transmission tower-line system. The dynamic analysis of the tower-line system is carried out to investigate structural performance under cable rupture and the validity of the proposed control approach based on viscous fluid dampers is examined. The made observations demonstrate that cable rupture may induce strong structural vibration and the implementation of viscous fluid dampers with optimal parameters can effectively suppress structural responses.

• 한국산학기술학회논문지
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• 제12권11호
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• pp.5123-5127
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• 2011

증가 추세인 지중 전력설비의 사고 예방과 유지 보수를 위한 기술 연구 개발 요구가 증가하고 있다. 지중선로의 경우 누전 불량의 점유율이 높고 보수도 어려워 정확한 누전점 위치의 탐지가 중요하다. 교류 송신파를 누전점을 가지는 지중선로에 인가하여 발생시킨 교류 대지전위를 측정하여 누전점의 위치를 찾는 방법은 송신파 특정 극성반주기에 교류 대지전위를 동기화하여 비교 판단하여야 한다. 송신파의 특정 극성의 반주기와 동기화하는 기존 방법을 설명하고, 송신파 반주기 변조된 대지 전위 측정 방식을 제안하고 소개하였다. 실험을 통하여 제안한 방식이 구현 가능함을 확인하였다.

• 한국철도학회논문집
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• 제20권5호
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• pp.569-576
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• 2017

전동차의 공기 작동식 출입문을 작동하기 위한 공기를 공급 또는 차단의 역할을 하는 전자변은 고장발생시 승객의 안전은 물론 정상운행을 불가능하게 하는 중요한 부품이므로 높은 신뢰도가 요구되지만 누기로 인한 고장 비율이 높은 편이다. 국내 도시철도 운영기관들은 고정주기와 임의 여유기간을 적용한 전동차 중정비 주기로 전자변을 정비한다. 현행 중정비 주기 방식의 대안으로 고장 신뢰도를 고려한 정비주기를 제시하고자 지하철 6호선 전동차 전자변 고장 통계자료에 상용 통계프로그램(MINITAB)을 적용하여 신뢰도 함수(Reliability Function)와 임무신뢰도(Mission Reliability)를 계산하고 적정 정비주기를 도출하였다. 도출된 정비 주기는 현 4년 주기의 정비의 부품신뢰도를 68%에서 95%로 향상시키는 것이므로 전자변의 신뢰도를 획기적으로 향상시킬 수 있을 것이다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2008년도 춘계학술대회 논문집 전기기기 및 에너지변환시스템부문
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• pp.169-171
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• 2008

The brake systems of the rolling stocks are generally consisted of electrical and mechanical brake systems. Because of its inherent structure of the each brake system, the electrical brake system is mainly used at the high speed range while the mechanical brake system is used at the relatively lower speed range. It is desirable for the rolling stocks to apply the entire electrical brake system. However, since the brake force from electric brake system is not enough to stop the rolling stock within the legal stop distance. Therefore, the mechanical brake system is indispensable to rolling stocks. In general, the vast majority of the world trains are equipped with mechanical braking systems which use compressed air as the force to push block on to wheels or pads on to discs. These mechanical systems are known as air brake or pneumatic brakes. For the air brake system, basically huge scale air compressor is equipped and the long pipe line is complexively connected. Since mass of these air brake components, it is difficult to be a light weight equipment and the long pipe line raise the maintenance problem. In order to overcome these problems of air brake system, the hydraulic brake system is proposed in this research. The hydraulic brake system makes the whole weight of brake equipment be light and large braking force can be applied. Therefore, in this research, the validity and advantages of applying the hydraulic brake system are reviewed.

• Smart Structures and Systems
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• 제20권2호
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• pp.197-205
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• 2017

The dynamic performance of railway bridges under high-speed trains draws the attention of bridge engineers. The vibration issue for long-span bridges under high-speed trains is still not well understood due to lack of validations through structural health monitoring (SHM) data. This paper investigates the correlation between bridge acceleration and train speed based on structural dynamics theory and SHM system from three foci. Firstly, the calculated formula of acceleration response under a series of moving load is deduced for the situation that train length is near the length of the bridge span, the correlation between train speed and acceleration amplitude is analyzed. Secondly, the correlation scatterplots of the speed-acceleration is presented and discussed based on the transverse and vertical acceleration response data of Dashengguan Yangtze River Bridge SHM system. Thirdly, the warning indexes of the bridge performance for correlation scatterplots of speed-acceleration are established. The main conclusions are: (1) The resonance between trains and the bridge is unlikely to happen for long-span bridge, but a multimodal correlation curve between train speed and acceleration amplitude exists after the resonance speed; (2) Based on SHM data, multimodal correlation scatterplots of speed-acceleration exist and they have similar trends with the calculated formula; (3) An envelope line of polylines can be used as early warning indicators of the changes of bridge performance due to the changes of slope of envelope line and peak speed of amplitude. This work also gives several suggestions which lay a foundation for the better design, maintenance and long-term monitoring of a long-span high-speed bridge.