• 전기전자학회논문지
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• 제26권2호
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• pp.280-286
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• 2022

본 논문에서는 Digital Signal Processor(DSP)와 PLECS 소프트웨어를 사용하여 영구자석동기전동기(Permanent Magnet Synchronous Machine, PMSM)를 위한 Rapid Control Prototyping (RCP)를 구현하였다. PLECS의 Auto-code generation(ACG) 기능을 활용하여 제어 프로세서를 DSP로 사용하는 PMSM 구동 시스템에 대한 현재 벡터 제어 알고리즘을 보다 상대적으로 간단하고 효율적으로 개발할 수 있다. 본 논문에서는 모델 기반 설계(Model Based Design, MBD)와 real time control(실시간 제어) 배경을 살펴본다. 또한, DSP 보드와 호환되는 상용 RCP 제품 및 실험을 통한 PMSM 드라이브 제어를 구현하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.371-378
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• 1999

A prototype computer program was developed which visualizes various kinds of geotechnical information using 3D object graphics techniques. The program integrates various kinds of geotechnical data such as surface geology map, boreholes data, geophysical data as well as man made subsurface structures. It also reads NGIS DXF map and generates digital elevation model from iso-elevation line layer of the DXF map. All the data are put into a 3D model as 3D objects. The created 3D model can be viewed and analysed in a interactive 3D way.

• 한국경영과학회:학술대회논문집
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• 한국경영과학회 1997년도 추계학술대회발표논문집; 홍익대학교, 서울; 1 Nov. 1997
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• pp.138-141
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• 1997

In this study, a simulation model is developed to analyze the effects of routing and scale-economy of transmission facilities on the traffic network topology and investment cost changes in a metropolitan telephone network. Computational experiments showed that the wide deployment of bifurcated routing in a dual-homing configuration reduces significantly the traffic network connectivity and the investment cost. Its enhanced version, when combined with the subscriber network cost model, can be used as a prototype cost proxy model for figuring out the access charges in a multi-operator environment.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2006년도 정기 학술대회 논문집
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• pp.483-489
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• 2006

This study describes the XML -based digitalization of structural design sheets for exchange on the web. For this purpose the data model of the XML document that represents the structural design sheets for buildings, including mathematical expressions and graphics that cannot be easily exchanged on the web, is defined. Then, the prototype that facilitates the web-based exchange of the XML documents is developed and the feasibility of the results of this study is discussed.

• 한국우주과학회:학술대회논문집(한국우주과학회보)
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• 한국우주과학회 2004년도 한국우주과학회보 제13권2호
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• pp.274-277
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• 2004

KSLV (Korea Space Launch Vehicle)-I telemetry system will be composed of two telemetry streams: a lower stage telemetry stream and an upper stage telemetry stream. In this paper, the authors present design, implementation and test results of the upper stage telemetry interface for KSLV-I. The telemetry system currently is in the stage of the prototype model development, and its engineering model and flight model will be developed in the near future.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.784-793
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• 2006

As the number of CFRD constructions increases, the necessity of an accurate assessment on its behavior also has been increasing accordingly. The performance of concrete faced rockfill dam (CFRD) under different water levels is greatly concerned by dam engineers and designers in the world. However, domestic research on CFRD design and construction has yet been insignificant. This study deals with three centrifuge model tests, mainly investigates the deformation of the concrete faced slabs with different face slab stiffness under different water levels. The prototype of a centrifugal model dam is half size of domestic CFRD dam. Detailed material preparation, model design, model set-up, model instrumentation and testing procedures are presented. In order to simulate the prototype concrete faced slab, three kinds of thin fiberglass plates with different thickness was adopted in the three model tests. The water level control facility was specially designed for this experiment to control the water level rise and drawdown during centrifuge flight. Although most of the results from the three model tests are satisfactory, it is also required that the centrifuge test results should be compared with those of numerical analysis and field measurements to analyze the centrifuge test results more in detail.

• Earthquakes and Structures
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• 제7권4호
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• pp.571-586
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• 2014

This paper presents experimental and numerical study on seismic performance of a super tall steel tower structure. The steel tower, with a height of 388 meters, employs a steel space truss with spiral steel columns to serve as its main lateral load resisting system. Moreover, this space truss was surrounded by the spiral steel columns to form a steel mega system in order to support a 12-story platform building which is located from the height of 230 meters to 263 meters. A 1/40 scaled model for this tower structure was made and tested on shake table under a series of one- and two-dimensional earthquake excitations with gradually increasing acceleration amplitudes. The test model performed elastically up to the seismic excitations representing the earthquakes with a return period of 475 years, and the test model also survived with limited damages under the seismic excitations representing the earthquakes with a return period 2475 years. A finite element model for the prototype structure was further developed and verified. It was noted that the model predictions on dynamic properties and displacement responses agreed reasonably well with test results. The maximum inter-story drift of the tower structure was obtained, and the stress in the steel members was investigated. Results indicated that larger displacement responses were observed for the section from the height of 50 meters to 100 meters in the tower structure. For structural design, applicable measures should be adopted to increase the stiffness and ductility for this section in order to avoid excessive deformations, and to improve the serviceability of the prototype structure.

• 한국지반공학회논문집
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• 제23권10호
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• pp.109-119
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• 2007

CFRD 형식의 댐 건설이 증가함에 따라 CFRD 거동에 대한 보다 정확한 분석 및 평가가 필요하게 되었다. 수위 변화에 따른 댐 거동은 댐 설계자와 관리자의 주요 관심사이지만, 국내의 경우 관련 연구가 충분히 진행되지 않아 아직도 많은 경우 국외 사례에 의존하고 있는 실정이다. 본 연구에서는 콘크리트 차수벽 강성이 서로 다른 세 가지 원심모형실험을 통해 수위변화에 따른 CFRD 거동을 정량적으로 평가하였다. 원심모형실험은 국내에서 운영 중인 D댐의 1/2크기의 원형으로 수행되었으며, 모형 준비, 설계, 모형 구축, 계측기 설치, 실험 절차를 상세히 제시하였다. 콘크리트 차수벽은 3 종류의 유리섬유판을 통해 모사하였으며, 비행 중 수위조절을 위한 특별히 장치를 고안하였다. 국내 외 댐 계측사례를 수집 정리하여 본 원심모형실험 결과와 비교하였으며, 그 결과 본 원심모형실험은 실제 댐 거동을 비교적 높은 정확도로 모사하였음을 확인하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제18권2호
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• pp.9-20
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• 2014

철골 중간모멘트골조는 강한 지반운동에 대하여 적합한 저항능력을 확보하기 위한 지진력저항시스템으로서 일반적으로 사용되고 있다. 하지만 국내의 대다수 중 저층 철골건축물은 내진설계가 도입되기 이전에 건설되었거나 현재의 내진설계기준의 요구조건을 준수하지 않은 것들로, 이러한 건물들이 가지는 내진성능에는 의문점이 존재한다. 이와 같은 문제점의 인식에 기반하여 본 연구에서는 국내 철골 중간 모멘트골조의 내진성능에 대한 정량적 제시를 목표로 우선 층수 종류, 지진에 대한 보유내력, 부재 연성도, 제진장치의 유무를 변수로 하여 표본 건물을 설계하였다. 표본 건물의 내진 성능과 붕괴 매커니즘은 비선형 정적해석과 증분동적해석으로부터 획득한 붕괴여유비와 붕괴확률을 이용하여 분석하였다. 해석결과를 통하여 현행 국내기준에 따라 내진설계된 신축건물은 설계지진에 대해 충분한 내진성능을 가졌으며, 이에 반해 구조부재의 연성저감이 발생하거나 낮은 설계 밑면전단력에 대한 저항력을 가진 기존건물의 경우에는 높은 붕괴확률을 가지며 목표로 한 내진성능을 만족시키지 못하는 것으로 나타났다. 이와 같은 내진성능을 충족시키지 못하는 내진설계 도입 이전의 건물에 대해서 에너지 소산장치를 통해 보강하게 되면 장치의 에너지 소산능력뿐만 아니라 소성힌지의 재분배를 통해 붕괴확률 및 내진성능이 신축건물 수준으로 향상되었다.

• 대한기계학회논문집B
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• 제28권3호
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• pp.315-323
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• 2004

An electrical cascade impactor is a multi-stage impaction device to separate airborne particles into aerodynamic size classes using particle charging and electrical detection techniques. A Faraday cage and an aerosol charger, which are basic components of the electrical cascade impactor, were designed and evaluated in this study. The low-level current response of the Faraday cage was investigated with changing particle size and air flow rate by using sodium chloride (NaCl) particles. The response of the prototype Faraday cage was very similar to that of a commercial aerosol electrometer (TSI model 3068) within ${\pm}$5% for singly-charged particles. The response linearity of the prototype Faraday cage could be extended up to flow rate of 30 L/min. For the performance evaluation of the aerosol charger the monodisperse liquid dioctyl sebacate (DOS) particles, with diameters of 0.1∼0.8$\mu\textrm{m}$, were generated using spraying from an atomizer followed by evaporation-condensation process. Typical performance parameters of the aerosol charger such as P$.$n, wall loss, and elementary charges per particle were evaluated. The performance of the prototype aerosol charger was found to be close to that of the aerosol charger used in an electrical low pressure impactor (ELPI, Dekati).