• The Transactions of the Korea Information Processing Society
• /
• v.3 no.3
• /
• pp.617-630
• /
• 1996

In this paper, a shared-concurrent file system (S-CFS) is designed and implemented using conventional disks as disk arrays on a Workstation Cluster which can be used as a small-scale server. Since it is implemented on UNIX operating systems, S_CFS is not only portable and flexible but also efficient in resource usage because it does not require additional I/O nodes. The result of the research shows that on small-scale systems with enough disks, the performance of the concurrent file system on transaction processing applications is bounded by the bottleneck of CPUs computing powers while the performance of the concurrent file system on massive data I/Os is bounded by the time required to copy data between buffers. The concurrent file system,which has been implemented on a Workstation Cluster with 8 disks,shows a throughput of 388 tps in case of transaction processing applications and can provide the bandwidth of 15.8 Mbytes/sec in case of massive data processing applications. Moreover,the concurrent file system has been dsigned to enhance the throughput of applications requirring high performance I/O by controlling the paralleism of the concurrent file system on user's side.

• The Transactions of the Korea Information Processing Society
• /
• v.6 no.12
• /
• pp.3577-3588
• /
• 1999

This paper describes design and implementation of a general purpose cyber educational system. In this system, there are different types of menus and services according to such user's rights as system operators, professors, assistant instructors, students. In order to keep in close contact between students and professors, provided are various services such as the official announcement, transcripts of lecture, bulletin board, Q/A corner, report box, archive of study materials, electronic mail box, memorandum including checking of one's attendance and school record. For the purpose of activating small group studies and discussion about given subject, it can organize into groups automatically and provide with debating rooms. The system is implemented by separating with both HTML design and programming part by templete concept. Overload of iterative server is solved by adjusting the numbers of DB servers of each service.

• Journal of the Korean Institute of Gas
• /
• v.19 no.6
• /
• pp.22-27
• /
• 2015

Hydrogen features highest energy density per mass and is expected to be desirable as a fuel of HALE(High altitude long endurance) UAV(Unmanned aerial vehicle). A reciprocating internal combustion engine is known to be a reliable and economic power source for this kind of UAV. Therefore, the combination of hydrogen and engine is worth of doing research. Test bench with 2.4L Spark-Ignited engine was prepared for the experiment in which start and combustion characteristics at idle condition were examined in this study. Stable hydrogen supply system and a universal ECU(Engine control unit) were also utilized for the test engine. Equivalence ratio and spark timings at idle operation were investigated and compared to the data of gasoline engine. The results will be a starting point for full-scale research of hydrogen engine for HALE UAV.

• Journal of the Korea Institute of Information and Communication Engineering
• /
• v.19 no.7
• /
• pp.1660-1670
• /
• 2015

Many robust controllers have been studied but most are considered in the theoretical point of view and can be used for only specific systems. So, in this paper, a more practical robust controller is proposed based on SMC(sliding mode control) and disturbance observer. The integral sliding mode is used to eliminate the reaching phase and minimizes the steady-state error, and the disturbance observer reduces the chattering due to the switching input for the bounded disturbances. The inevitable chattering of SMC is also removed by replacing the sign function with dead-zone function. The proposed controller has the improved steady-state error and robustness compared to PID controller.

• The Journal of Korean Institute of Communications and Information Sciences
• /
• v.28 no.10C
• /
• pp.984-994
• /
• 2003

This paper proposes a novel blind adaptive algorithm for computing the weight vector of an antenna array system. The new technique utilizes a Generalized On-Off algorithm to obtain the weight vector maximizing the SINR(Signal to Interference plus Noise Ratio) of the received signal. It is observed that the proposed algorithm generates a suboptimal weight vector with a linear computational load(O(6N+8)). From the various simulations, it is confirmed that, when the signal environment becomes adverse, e.g., low Processing Gain, and/or wide angular spread. the proposed algorithm outperforms the conventional one in terms of the communication capacity by about 3 times. Applying the proposed algorithm to satellite tracking systems as well as IS2000 1X mobile communication system, we have found that both communication capacity and communication quality are significantly improved.

• Korean Journal of Remote Sensing
• /
• v.30 no.5
• /
• pp.617-625
• /
• 2014

The Rational Function Model has been used as a replacement sensor model in most commercial photogrammetric systems due to its capability of maintaining the accuracy of the physical sensor models. Although satellite images with rational polynomial coefficients have been used to determine three-dimensional position, it has limitations in the accuracy for large scale topographic mapping. In this study, high resolution stereo satellite images, QuickBird-2, were used to investigate how much the three-dimensional position accuracy was affected by the No. of ground control points, polynomial order, and distribution of GCPs. As the results, we can confirm that these experiments satisfy the accuracy requirements for horizontal and height position of 1:25,000 map scale.

• Journal of Korean Society of Steel Construction
• /
• v.18 no.2
• /
• pp.173-180
• /
• 2006

The seismic responses of a building are affected by the base soil conditions. In this study, linear time-history seismic analysis and nonlinear pushover static seismic analysis were performed to estimate the base shear forces of 3-, 5-, and 7-story steel buildings, considering the rigid and soft soil conditions. Foundation soil stiffness, based on the equivalent static stiffness formula, is used for the damper, one of the Link elements in SAP 2000. The base shear forces of the steel buildings, estimated through time-history analysis using the general-purpose structural-analysis program of SAP 2000, were compared with those calculated using the domestic seismic design code, the UBC-97 design response spectrum. and pushover static nonlinear analysis. The steel buildings designed for gravity and wind loads showed elastic responses with a moderate earthquake of 0.11 g, while the elastic soft-soil layer increased the displacement and the base shear force of the buildings due to soil-structure interaction and soil amplification. Therefore, considering the characteristics of the soft-soil layer, it is more reasonable to perform an elastic seismic analysis of a building's structure during weak or moderate earthquakes.

• Journal of Korean Society of Steel Construction
• /
• v.19 no.5
• /
• pp.493-501
• /
• 2007

Recently, in the domestic amount of materials,curtailment and economic efficiency security by purpose, tapered beam application is achieved, but the architectural design technology of today based on the material non-linear method does not consider solutions to problems such as brittle fracture. So, geometric non-linear evaluation thatincludes initial deformation, width-thickness ratio, web stiffener and unbraced length is required. Therefore, in this study, we used ANSYS, a proven finite elementanalysis program,and material and geometric non-linear analysis to study existing and completed tapered H-section as deep beam's analysis model. Main parameters include the width-thickness ratio of web, stiffener, and flange brace, with the experimental result obtained by main variable buckling and limit strength evaluation. We made certain that a large width-thickness ratio of the web decreases the buckling strength and short unbraced web significantly improves ductility.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2012.05a
• /
• pp.970-970
• /
• 2012

최근 치수의 기능을 수행하면서 원래 자연하천의 모습을 보전 혹은 복원하는 "생태하천 복원 공법"의 필요성이 대두되고 있으나 구체적인 공법에 대한 연구는 미미한 실정이다. 본 연구에서는 하천 내 시설물의 조성 시 유황에 따른 자연 하안 유도와 습지형태의 생물 서식공간 조성 유무를 평가하기 위하여 평창강 일원에 목재 유도틀을 설치하고 이에 따른 지형변화, 저서무척추동물을 포함한 수생생물들의 서식특성을 분석하였다. 평창강 금당계곡 일원을 대상으로 RMA-2 모형의 범용프로그램인 SMS 모형을 통해 수리 특성분석을 실시하였고 안산에 있는 수리모형 실험장에서 기본 수리특성 실험 후 수리적 안정성이 확보된 지점에 목재 유도틀을 2009년 9월에 설치하여 유도틀 설치 전과 설치 후 2010년 10월까지의 지형변화를 분석하였다. 지형의 측량은 광파측정기(니콘 DTM-520)로 하였으며 측량된 자료를 이용하여 Contour Map을 작성하여 지형변화를 분석하였고, 유도틀 설치지역을 중심으로 2010년에 3차에 걸쳐 지형 및 생물상 변화에 대한 정량 및 정성조사를 실시하여 비교분석 하였다. 유도틀 설치 후 2010년 하절기에 집중호우에 의한 유도틀의 파손 및 형태변형 등 문제가 없어 수리적으로 안정한 것으로 판단되었다. 지형 변화의 측면에서는 유도틀 조성 전 사질로 되어있던 단순한 선형의 하안이 유도틀 설치 후 다양한 하상재질 및 형태가 변화했으며 유도틀의 배치에 따라서 굼치 및 둠벙형 습지가 형성되었다. 유도틀 설치지역의 3개지점(상부, 중간배후습지, 하부)에서 저서무척추동물에 대하여 모니터링한 결과, 설치된 유도틀의 중간지점에서 가장 높게 종의 서식이 확인되었으며 상부지점과 하부지점은 상대적으로 낮게 나왔으나 상부지점 보다는 하부지점이 양호하게 나타났다. 조사시기별 개체수의 변화에서는 종수변화와 패턴이 유사하게 나타났으며 깔다구와 꼬마줄날도래등 특정종의 증식이 많았다. 또한, 굼치 및 둠벙형 습지 내에 어류의 치어 및 유어, 양서류, 파충류등 다양한 생물의 서식이 확인되었다. 이는 유도틀에 의해 생성 및 유도된 지형변화가 하천을 기반으로 생활하는 생물들에게 다양한 피난처 및 은신처 역할을 잘 제공하고 있음을 보여준다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2012.05a
• /
• pp.540-540
• /
• 2012

강우 발생시 유역에 집수된 물이 하천에 이르는 경로에 따른 유출은 지표유출, 지표하유출, 지하수유출로 구분된다. 정확한 수문순환 과정의 해석을 위해서는 지표 흐름뿐만 아니라 지표하 및 지하수 흐름의 해석이 중요한 실정이나 일반적으로 실무에서 사용되는 강우-유출해석 모형은 지표유출을 해석하기 위한 모형이 대부분이며, 지표하 유출과 침투량을 산정하는데 어려움이 있다. 일반적인 강우-유출해석 모형은 Horton 방법, NRCS 방법, Green-Ampt 방법에 의해 유효우량을 분리하며, 이 과정은 침투량을 직접적으로 모형화 할 수 없으므로 지표 및 지표하, 지하수 흐름을 복합적으로 해석할 수 있는 모형이 질적이나 양적으로 부족한 실정이다. 이러한 지표하 흐름과 침투량을 산정하기 위하여 FE-FLOW, PM, MS-VMS, GMS, GW-VISTAS, ARGUS 및 MODFLOW와 같은 지하수 모형을 사용하고 있다. 본 연구에서는 지표하유출 산정을 위한 침투량의 비교분석을 위해 현재 가장 범용되는 지하수 유동 모델링 프로그램인 Visual Modlfow 모형과 GMS 모형을 이용하여 침투량 산정을 위한 수치 모의를 진행하였다. 각 모형의 입력자료는 2009년 국립방재연구원에서 수행한 침투실험시설 자료를 이용하여 동일한 조건을 부여하고, 두 모형의 비교를 위해 Visual Modflow에서는 MODFLOW의 기본 해석방법인 유한차분법(FDM)을 이용하고, GMS 모형에서는 3차원 유한요소해석이 가능한 GMS-FEMWATER를 이용하였다. 두 모형의 수치모의 조건으로 2009년 국립방재연구원에서 수행한 침투실험방법과 동일하게 공극률에 따른 투수성 보도블럭의 구분과 50mm/hr, 100mm/hr, 150mm/hr, 200mm/hr의 강우강도별 선행함수조건에 따른 수치모의를 진행하였으며, 수치모의된 침투량의 적정성을 판단하기 위하여 국립방재연구원의 침투실험 결과자료와 비교분석하였다. 침투실험 자료와 각각 수치모의된 침투량을 비교분석한 결과 서로 유사한 경향을 보이고 있으나 초기 침투시 상대오차가 비교적 크게 발생하였다. 이는 수치모형의 경우 수리실험과는 다르게 모의시작과 동시에 해당 강우강도의 침투가 시작되므로 초기 유입 유출량 발생시간의 차이가 종료시간까지 누적 침투량에 미치는 것으로 판단되며, 매개변수에 많은 영향을 받는 것으로 판단된다.