• 한국환경생태학회지
• /
• 제22권4호
• /
• pp.347-355
• /
• 2008

본 연구에서는 1990$\sim$2005년 사이에 일본전국의 109개의 주요하천유역에서 조사된 어류, 식물, 조류 데이터를 이용하여, 각 생물종의 종수와 기후 및 지형의 환경인자와의 관계를 분석하고 모델링을 수행하였다. 그 결과, 어류, 식물, 조류의 분포는 각각 연평균 기온, 유역면적, 연간 강수량에 의해서 가장 많은 부분이 설명되었다. 또한, 광범위 스케일에서의 환경인자데이터를 이용한 각 생물종에 대한 일반화가법모델을 이용하여 일본전국의 하천유역의 각 생물 종수의 값을 예측하고 그 값을 지도화하였다. 예측값을 지도화하는 것은 관리자가 생물종의 다양성을 확보하기 위해서 보호해야할 지역을 새롭게 설정하거나, 생물다양성 보호지역의 유효성을 평가하는데 활용될 수 있다.

• 전자공학회논문지S
• /
• 제35S권2호
• /
• pp.58-69
• /
• 1998

A contrp; suste, fpr SCARA robot is designed for implememting a robust dynamic control algorithm. this study forcuses on the use of DSPs in the design of joint controllers and interfaces in between the host cotroller and four joint controllers and in between the joint controllers and four servo drives. The mechanical body of SCARA robot and the servo drives are selected from the commercially available ones. The four joint controllers, assigned to each joint one by one, are combined into a common system through a mother board hardwarewise and through the global memeory softwarewise. The mother board is designed to connect joint controllers onto the board through the slots adopting PC/104 bus structures. And, the global memory stores the common data which can be shared by joint controllers and the host computer directly, which virtually combines the whole system into one. To demonstrate the performance and efficienty of the sytem, a robust inverse dynamic algorithm is proposed and implemented for a faster and more precise control. The robust inverse dynamic algorithm is basically derived from an inverse dynamci algorithm and a PID compensator. Based upon the derived dynamic equitions of SCARA robot, the inverse dynamic algorithm is intitially implemented within 0.3 msec of the control cycle in this system. The algoithm is found to be not accurate enough for the high speed and precision tasks due to inherent modelling errors and time-varying factors. Therefore, a variable PID algorithm is combined with the inverse dynamic algorithm to support robustness of control performance. Experimental datfor the proposed algorithm are presented and compared with the result obtained from PID and inverse dynamic algorithm.

• 한국융합학회논문지
• /
• 제6권3호
• /
• pp.65-71
• /
• 2015

본 연구는 기술위협회피이론(Technology Threat Avoidance Theory: TTAT)을 기반으로 IT 위협을 지각한 사용자가 대처행위를 통해 IS성과를 달성하는 과정을 설명하고자 한다. 연구모형을 검증하기 위해 조직내 정보시스템을 사용한 경험이 있는 응답자를 대상으로 설문을 수집하고, 구조방정식모형을 이용하여 분석하였다. 연구결과 IT 위협이 문제-중심적 대처와 IS활용에 부(-)의 영향관계를 갖는 것으로 나타났다. 또한 문제-중심적 대처는 IS활용에 정(+)의 영향을 미치고, IS활용은 IS성과에 정(+)의 영향을 미친다. 즉 사용자가 IT 위협을 지각했을 때, 문제 중심적 대처를 취함으로 융합 정보시스템의 성과를 높일 수 있다.

• 비파괴검사학회지
• /
• 제31권5호
• /
• pp.536-542
• /
• 2011

원자력발전소의 이종금속 용접부는 PWSCC 결함에 민감한 것으로 알려져 있으며 기량검증된 검사자가 기량검증된 절차서를 사용하여 가동중검사 기간 중에 주기적인 검사를 수행하고 있다. 국내 원자력발전소 이종금속 용접부의 형상 조사 결과에 따르면 대부분의 이종금속 용접부가 경사진 노즐부나 인접부에 위치하는 것으로 나타났다. 일반적인 초음파 탐촉자를 사용하여 경사부위에 위치한 이종금속 용접부의 검사를 수행할 경우 초음파 탐촉자의 접근성이 제한되어 검사체적을 모두 검사하기가 어렵다. 특히 축방향 결함 검출을 위한 원주방향 주사에서는 초음파 탐촉자가 경사면에 위치하게 되면 반사체로부터 결함 신호를 얻기 가 어려우며 이에 따라 결함 검출이 어렵게 된다. 이러한 문제점을 극복하기 위해서는 경사면을 고려하여 비틀림 각도를 적용한 초음파 탐촉자를 사용하는 것이 필요하다. 모델링을 통하여 비틀림 굴절 종파탐촉자 를 설계하고 축방향 결함 검사용 비틀림 굴절 종파탐촉자를 제작하여 실험을 통하여 결함으로부터 신호를 취득하였다. 일반 탐촉자와 비틀림 각도가 적용된 탐촉자의 초음파 응답신호를 비교한 결과 비틀림 각도가 적용된 탐촉자의 초음파 응답신호가 훨씬 뛰어난 것으로 나타났다.

• 한국대기환경학회지
• /
• 제23권4호
• /
• pp.449-456
• /
• 2007

Dispersion coefficient preprocessing schemes have been examined to improve plume dispersion model performance in complex coastal areas. The performances of various schemes for constructing the sigma correction order were evaluated through estimations of statistical measures, such as bias, gross error, R, FB, NMSE, within FAC2, MG, VG, IOA, UAPC and MRE. This was undertaken for the results of dispersion modeling, which applied each scheme. Environmental factors such as sampling time, surface roughness, plume rising, plume height and terrain rolling were considered in this study. Gaussian plume dispersion model was used to calculate 1 hr $SO_2$ concentration 4 km downwind from a power plant in Boryeung coastal area. Here, measured data for January to December of 2002 were obtained so that modelling results could be compared. To compare the performances between various schemes, integrated scores of statistical measures were obtained by giving weights for each measure and then summing each score. This was done because each statistical measure has its own function and criteria; as a result, no measure can be taken as a sole index indicative of the performance level for each modeling scheme. The best preprocessing scheme was discerned using the step-wise method. The most significant factor influencing the magnitude of real dispersion coefficients appeared to be sampling time. A second significant factor appeared to be surface roughness, with the rolling terrain being the least significant for elevated sources in a gently rolling terrain. The best sequence of correcting the sigma from P-G scheme was found to be the combination of (1) sampling time, (2) surface roughness, (3) plume rising, (4) plume height, and (5) terrain rolling.

• 한국방재학회 논문집
• /
• 제10권2호
• /
• pp.69-76
• /
• 2010

본 연구는 풍화암 지반에 근입되어 인발하중을 받는 앵커의 극한인발력 및 파괴메카니즘 등의 거동 예측에 관한 수치해석적 연구이다. 풍화암 지반에 앵커를 시공하고 앵커의 정착길이, 천공직경, 텐던직경을 변화시킨 현장 앵커시험 자료를 수집하고 이에 대한 유한차분의 수치모델링을 통하여 앵커의 거동에 영향을 주는 변수에 대하여 알아보았다. 또한 앵커의 거동에 영향을 주는 변수들 사이의 상관성을 분석하여 상관식을 제안하였으며 이 관계를 이용하여 앵커의 거동을 예측하고자 하였다. 수치해석결과 앵커의 정착길이 및 천공직경, 텐던직경이 증가할수록 극한하중이 선형 비례하는 결과를 나타내었다. 한편, 풍화암의 탄성계수를 변화시킨 수치해석 결과 하중-변위 및 극한하중의 변화는 10% 범위 이내의 값을 나타내어 탄성계수가 극한하중에 미치는 영향이 크지 않음을 나타내었다.

• Computers and Concrete
• /
• 제17권5호
• /
• pp.673-692
• /
• 2016

In the standards, minimum reinforcement ratios are presented as the least reinforcement ratios that bearing elements should have in a way to include all systems and in general. However, naturally these general minimum ratios might be presented as being lower than the normally required reinforcement ratios by criteria such as system size, bearing system arrangement, section situation and distributions of the elements and earthquake effect. In this case, minimum reinforcement ratios may remain as meaningless restrictions. Then grouping the criterion that might affect reinforcement ratios according to certain parameters and creating minimum reinforcement ratios regarding preliminary design will provide ease and safety during the project designing. Moreover, it will enable fast and simple examinations in the beginning of project control and evaluation process. By means of the data which could be defined as "preliminary design & minimum reinforcement ratios", a more realistic and safe restriction compared to general minimum reinforcement ratios could be presented. As a result of numerous comprehensive studies, reinforcement ratios to include all certain systems might be obtained. Today, thanks to the development level of finite elements programs which can make reinforced concrete modelling, with the studies that are impossible to carry out beforehand, this deficiency in the minimum reinforcement ratios in the standarts may at least be partially made up with the advisory regulation of preliminary design & minimum reinforcement ratios. As the structure of the system to be examined and the diversity of the parameters range from the specific to the general, preliminary design & minimum reinforcement ratios will approximate to general minimum reinforcement ratios in real terms. By focusing on a more specific system structure and diversity of the parameters, preliminary design and even design reinforcement ratios will be approximated. In this preliminary study, a route between these two extremes was attempted to be followed. Today, it is possible to determine suggested practical ratios for project designs through carrying out numerous studies.

• 한국터널지하공간학회 논문집
• /
• 제14권3호
• /
• pp.261-275
• /
• 2012

본 논문은 이수식 쉴드 TBM 굴착시 굴착면 안정에 큰 영향을 미치는 굴착면의 이수 침투에 따른 이막형성여부에 대하여 해석적 고찰을 수행하였다. 이러한 해석적 접근은 이수식 쉴드 TBM의 계획 및 설계시 최적 장비 형식 선정 및 시공계획 수립에 참고가 될 수 있으나, 이제까지 이에 대한 효과적인 해석적 방법에 대하여 제안된 것이 없는 상황이다. 따라서 본 논문에서는 사질토 입자의 모델링에 효과적인 $PFC^{2D}$의 Fluid Coupling simulation을 이용하여 해석을 수행하였으며, 해석결과, 이수침투 특성은 굴착 대상지반의 투수성과 이수특성(비중, 점성계수등)에 따라 변화됨을 파악할 수 있었다. 본 해석적 접근방법을 통하여 이수식 쉴드 TBM의 계획 설계단계에서 대상지반 특성을 고려한 이수 점도관리 방안 수립과 함께 시공중의 초기굴진단계에서의 최적 이수점도의 재검증을 통하여 안전한 터널시공에 도움이 될 것이라 판단된다.

• 시스템엔지니어링학술지
• /
• 제12권1호
• /
• pp.59-71
• /
• 2016

The Nuclear and Fossil Steam Turbines record a considerable number of failures annually. Some of these failures reported are as result of blade failure. The failure of the L-0 blade in a Steam Turbine is one of the most reported blade failure in Nuclear and Fossil steam turbines. This paper seeks to identify the best Non Destructive Evaluation (NDE) method or methods to be used in the steam turbine L-0 blades inspection process. The development of systems engineering processes presents an opportunity to apply NDE inspection to the L-0 blades. This process apply computer modelling of the L-0 using ANSYS and by simulating the stresses experienced by the L-0 blade during operation it is possible to identify the most susceptible areas for crack formation and growth. The results from these models compared to industry data for validation. The analysis of these results used to predict the most probable failure location and failure modes. Therefore NDE inspection can be applied to these areas with greater degree of accuracy. This would be beneficial in the increasing the accuracy in the detection of cracks and hence save inspection time and the overall inspection cost. Furthermore, not only the location for crack formation and NDE inspection determined but also best the NDE inspection technique/techniques to be applied appropriately on the L-0 blade are prescribed.

• 대한전기학회논문지:전기기기및에너지변환시스템부문B
• /
• 제52권2호
• /
• pp.68-79
• /
• 2003

We estimated harmonics on power system of AC railway based on quantitatively measured harmonics and investigated the need of facilities for harmonics reduction. In order to analysis harmonics which inflow into power system due to increase in collector voltages and harmonic currents generated from the train when the railway is in operation, the railway system Is sectioned into power supply, railway line, AT, sectioning Post and subsectioning post. For analysis of extension of currents resulting from the railway loads, PWM converter, VVVF inverter and the feeder system are modeled based on the dynamic node technique(DNT). In order to test the usefulness of the DNT for analysis of harmonic effects, the measured harmonic currents and harmonic magnification ratios at the S/K substation are compared with simulation results using DNT modelling, which include the results for two cases with and without filters for suppression of harmonic currents. When 8 cars(4M4T) are in operation, the total sum of harmonic currents resulting from the train at M and T phases, which inflow into the substation along with the railway line, is calculated. Using the harmonics analysis program for railway feeder system with these data, the total harmonic distortion factor(710) at the outgoing point of KEPCO substation is computed. The calculation shows that when the maximum THD at the receiving point of H/K substation was 0.0443% which is much lower than 1.5% which is the allowable value of KEPCO at 154kV as well as IEEE-519 above 132kV This result indicates that any measure for harmonics reduction in Incheon International Airport Railway is not needed.