• 한국경영과학회:학술대회논문집
• /
• 대한산업공학회/한국경영과학회 2000년도 춘계공동학술대회 논문집
• /
• pp.235-238
• /
• 2000

This article presents an adaptive decision tree algorithm for dynamically reasoning machine failure cause out of real-time, large-scale machine status database. On the basis of experiment using semiconductor etching machine, it has been verified that our model outperforms previously proposed decision tree models.

• 한국전산유체공학회:학술대회논문집
• /
• 한국전산유체공학회 2006년도 추계 학술대회논문집
• /
• pp.18-21
• /
• 2006

This paper investigates LES of turbulent combustion flow based on 2-scalar flamelet approach, where a G-equation and a conserved scalar equation simulate a propagation of premixed flame and a diffusion combustion process, respectively. The turbulent SGS modeling on these flamelet combustion approach is also researched. These LES models are applied to an industrial flows in a full scale gasturbine combustor with premixed and non-premixed flames. The numerical results predict the characteristics of experiment temperature profiles. Unsteady features of complex flames in combustor are also visualized.

• 한국공작기계학회:학술대회논문집
• /
• 한국공작기계학회 2002년도 춘계학술대회 논문집
• /
• pp.660-665
• /
• 2002

Mirror surface finish of Si-wafers has been achieved by rotary in-feed machining with cup-type wheels in ELID grinding. But the diameter of the workpiece is limited with the diameter of grinding wheel in the in-feed machining method. In this study, grinding experiments by the rotary surface grinding machine with straight type wheels ware conducted, by which the possible grinding area of the workpiece is independent of the diameter of the wheels. For the purpose of investigating the grinding characteristics of large scale diametrical silicon wafer, grinding conditions such as rotation speed of grinding wheels and revolution of workpieces are varied, and grinding machine used in this experiment is rotary type surface grinding n/c equipment with an ELID wit. The surface ground using the SD8000 wheels showed that mirror like surface roughness can be attained near 2 - 6 nm in Ra.

• 에너지공학
• /
• 제8권2호
• /
• pp.233-241
• /
• 1999

온수생산을 위하여 기존의 강제순환식이 아닌 자연순환식 회로를 이용한 대형 온수생산 시스템을 개발하였다. 그리고 이 시스템의 설계와 성능평가를 위한 시뮬레이션 프로그램을 개발하여 실용화 가능성을 제시하였다. 실제규모의 성능실험에서 주어진 기하학적 조건하에 시스템이 정상상태 운전 시 보일러 가열량(695㎾)일 때, 급수 유량이 0.3$\ell$/s 로 일정하게 순환함을 보였다. 그리고, 비정상상태로 작동 할 경우 순환유량이 0.4~0.6 $\ell$/s 로 시스템이 불안정함을 실험을 통해 확인하였다. 개발된 프로그램과 대형의 온수생산 시스템의 성능평가의 비교.검증을 통하여 시뮬레이션 프로그램을 이용한 시스템 설계에 적용될 수 있음을 보였다.

• Smart Structures and Systems
• /
• 제4권5호
• /
• pp.667-684
• /
• 2008

Numerous devices exist for reducing or eliminating seismic damage to structures. These include passive dampers, semi-active dampers, and active control devices. The performance of structural systems with these devices has often been evaluated using numerical simulations. Experiments on structural systems with these devices, particularly at large-scale, are lacking. This paper describes a real-time hybrid testing facility that has been developed at the Lehigh University NEES Equipment Site. The facility enables real-time large-scale experiments to be performed on structural systems with rate-dependent devices, thereby permitting a more complete evaluation of the seismic performance of the devices and their effectiveness in seismic hazard reduction. The hardware and integrated control architecture for hybrid testing developed at the facility are presented. An application involving the use of passive elastomeric dampers in a three story moment resisting frame subjected to earthquake ground motions is presented. The experiment focused on a test structure consisting of the damper and diagonal bracing, which was coupled to a nonlinear analytical model of the remaining part of the structure (i.e., the moment resisting frame). A tracking indictor is used to track the actuator ability to achieve the command displacement during a test, enabling the quality of the test results to be assessed. An extension of the testbed to the real-time hybrid testing of smart structures with semi-active dampers is described.

• Structural Engineering and Mechanics
• /
• 제46권5호
• /
• pp.735-753
• /
• 2013

The wind load is always the dominant load of cooling tower due to its large size, complex geometry and thin-wall structure. At present, when computing the wind-induced response of the large-scale cooling tower, the wind pressure distribution is obtained based on code regulations, wind tunnel test or computational fluid dynamic (CFD) analysis, and then is imposed on the tower structure. However, such method fails to consider the change of the wind load with the deformation of cooling tower, which may result in error of the wind load. In this paper, the analysis of the large cooling tower based on the iterative method for wind pressure is studied, in which the advantages of CFD and finite element method (FEM) are combined in order to improve the accuracy. The comparative study of the results obtained from the code regulations and iterative method is conducted. The results show that with the increase of the mean wind speed, the difference between the methods becomes bigger. On the other hand, based on the design of experiment (DOE), an approximate model is built for the optimal design of the large-scale cooling tower by a two-level optimization strategy, which makes use of code-based design method and the proposed iterative method. The results of the numerical example demonstrate the feasibility and efficiency of the proposed method.

• 한국지반신소재학회논문집
• /
• 제9권4호
• /
• pp.1-7
• /
• 2010

지반네일 보강방법은 이론적 뒷받침과 함께 경험적인 작업을 기초로 발전되어 왔다. 경험적인 연구 작업에서 대부분의 자료가 실질적으로 사용되는 하중 조건에서 계측 되어 왔다. 그러나, 지반네일 보강토체에 대한 사용 하중 내에서의 거동 뿐 아니라 구조물의 파괴 거동도 설계방법의 확립과 계산에 중요한 대상이 된다. 본 논문에서는 굴착전면부에 노출된 보강재를 서로 연결했을 때 거동에 미치는 보강토체의 거동을 이해하기 위하여 비교적 큰 규모의 실험을 실시하여 분석하였다.

• 한국원자력학회:학술대회논문집
• /
• 한국원자력학회 1995년도 추계학술발표회논문집(1)
• /
• pp.254-259
• /
• 1995

Large scale display panel(LSDP) is a main component in the next generation main control rooms. LSDP is located at the front of VDU-based operator's workstation and plays an important role in providing operators with overall information of plant status through mimic diagram, text/digit, graph, and so on. A critical matter determined at the first stage of LSDP design is how much information is displayed, because the information density of LSDP affects operator's performance. Many human factors guidelines recommend low information density of displays to avoid degrade of operator's performance, but doesn't provide a useful limit of information density. In this paper, we considered information density as the number of plant parameters and investigated the proper number of plant parameters through a human factors experiment. The experiment with 4 subjects was carried out and response time, error, and heart rate variation as criterion measures were recorded and analyzed. As the results, it is identified that the proper number of parameters in a LSDP is about thirty.

• 한국지반공학회지:지반
• /
• 제13권2호
• /
• pp.91-100
• /
• 1997

지반네일 보강방법은 이론적 뒷받침과 함께 경험적인 작업을 기초로 발전되어 왔다. 경험적인 연구 작업에서 대부분의 자료가 실질적으로 사용되는 하중 조건에서 계측 되어 왔다. 그러나, 지반네일 보강토체에 대한 사용 하중 내에서의 거동 뿐 아니라 구조물의 파괴 거동도 설계방법의 확립과 계산에 중요한 대상이 된다. 본 연구에서는 소일네일 보강토체의 파괴 거동을 이해하기 위하여 비교적 즐 규모의 실험을 실시하여 토체의 변위, 네일의 축변형률,네일의 축하중, 토체내 부의 토압 등에 관한 자료를 얻었으며 이러한 자료들을 분석하였다.

• Nuclear Engineering and Technology
• /
• 제50권6호
• /
• pp.829-841
• /
• 2018

An experiment was conducted for the OECD/NEA ROSA-2 Project using the large-scale test facility (LSTF), which simulated a 17% hot leg intermediate-break loss-of-coolant accident in a pressurized water reactor (PWR). In the LSTF test, core uncovery started simultaneously with liquid level drop in crossover leg downflow-side before loop seal clearing, and water remaining occurred on the upper core plate in the upper plenum. Results of the uncertainty analysis with RELAP5/MOD3.3 code clarified the influences of the combination of multiple uncertain parameters on peak cladding temperature within the defined uncertain ranges. For studying the scaling problems to extrapolate thermal-hydraulic phenomena observed in scaled-down facilities, an experiment was performed for the OECD/NEA PKL-3 Project with the Primarkreislaufe Versuchsanlage (PKL), as a counterpart to a previous LSTF test. The LSTF test simulated a PWR 1% hot leg small-break loss-of-coolant accident with steam generator secondary-side depressurization as an accident management measure and nitrogen gas inflow. Some discrepancies appeared between the LSTF and PKL test results for the primary pressure, the core collapsed liquid level, and the cladding surface temperature probably due to effects of differences between the LSTF and the PKL in configuration, geometry, and volumetric size.