• Proceedings of the KIEE Conference
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• 2006.07a
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• pp.317-318
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• 2006

전력 계통이 거대화되고 그 복잡성이 증가함에 따라 계통의 안정적인 운용을 위하여, 다양한 안정도 해석에 대한 요구가 제기되고 있다. 이에 따라 실시간 시뮬레이터를 이용한 계통의 과도현상 해석에 대한 연구 역시 증가하고 있는데, 이는 대규모 비선형 계통을 대상으로 할 경우 H/W의 제약으로 인해 현실적으로 많은 제한을 받는다. 하지만 FACTS등 새롭게 계통에 연계되는 전력 설비의 성능 검증 및 사례 연구를 위해서는 이러한 실시간 시뮬레이터를 이용한 실제 계통에 대한 다양한 과도현상 모의 및 해석이 필요하다. 이에 본 연구에서는 UPFC, SVC등 FACTS 기기가 포함된 한전의 실제 전력 계통을 대상으로 등가화 및 계통 축약 기법을 이용하여 해당 계통의 동적/정적 특성을 반영할 수 있는 등가계통을 PSS/E상에서 개발하고, 등가 계통과 실 계통에 대한 다양한 모의를 통해 그 타당성을 검증하였다. 이렇게 개발된 등가 계통 모델은 각 FACTS 기기에 대해 독립된 모델 계통으로 실시간 시뮬레이터를 이용한 FACTS 기기의 성능 검증 및 평가에 활용될 수 있을 것이다.

• Journal of Korea Water Resources Association
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• v.31 no.6
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• pp.833-844
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• 1998

The objectives of this study are to adopt a snowmelt model for coupling a rainfall-runoff model and to study snowmelt effects for long-term runoff analysis on the northeast mountaneous area in Korea. The NWS temperature-index snowmelt model was selected and tested on the 1,059+,6 km$^2$ Naerinchen basin. It can be observed that the time variations of the computed areal extents of snow cover from the model are well agreement with those of the observe station snowfall records on the Inje meteorological station. It is also evident that the computed soil water contents and river flows indicate quite different behaviors with or without snowmelt model. It is concluded that the snowmelt model works well and the snowmelt effects for multi-decadal river flow computations are important on the study area.

• Journal of the Korean Magnetics Society
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• v.17 no.6
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• pp.253-258
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• 2007

In this study, an analysis of natural convection of magnetic fluids in a closed-semicircular pipe was performed by the numerical methods. For the numerical method GSMAC method of Siliomis is used. From the results of numerical methods it is verified that the natural convection of the magnetic fluid, I investigated the nature convection phenomenon of the magnetic fluid with numerical analysis and was going to study the thermodynamic characteristic of the magnetic fluid. Because the effect of magnetic field control natural convection, we needed to find effective method to eliminate heat in the cure of heat transfer.

• Proceedings of the Korea Water Resources Association Conference
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• 2019.05a
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• pp.220-220
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• 2019

천부대수층-심부대수층-하천-양수정 시스템에 대해 개발된 Ward & Lough 해석해와 국내 시험유역을 대상으로 개발된 양수량 대비 하천수 감소량 산정공식 (한강홍수통제소, 2018)을 광주천인근에 실제로 위치한 지하수 관정에 적용하여 지하수 취수로 인해 하천의 수량에 미치는 영향을 분석하였다. 분석 대상관정은 하천에서 약 67 m 떨어진 공업용수 공급을 위한 지하수개발 이용시설로서 착정심도 100 m, 착정구경 150 mm, 취수계획량 $200m^3$/일, 수중펌프 5 Hp 등의 시설제원을 가진다. 해석해 및 경험공식 적용을 위한 기본 입력자료로 투수량계수, 저류계수 등의 수리상수값은 해당 관정의 지하수개발 이용 영향조사서에서 발췌하였고, 측정되지 않은 일부 입력값은 문헌조사를 통해 적절한 값을 가정하여 사용하였다. 하천의 수량에 미치는 지하수 양수 영향을 예측한 결과 지하수 허가기간 5년동안 취수계획량의 약 80 %를 넘는 하천수 감소율이 발생하는 것으로 분석되었다. 연구 대상관정과 같이 하천에 매우 근접한 지역에서 지하수를 이용할 경우 하천수 취수에 준하는 영향을 보일 수 있기 때문에 수자원의 효율적인 이용을 위해서는 하천수와 하천 인근 지하수의 통합적 관리가 필요할 것이다.

• Journal of Engineering Education Research
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• v.10 no.2
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• pp.87-105
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• 2007

In this research, Integrated program base on heat transfer & numerical analysis was developed. Also, reaction of gifted student and possibility of application of this program was surveyed. This program consist in three parts. The first part is computer programing language, the second part is numerical modeling of physical phenomena, and the third part is numerical analysis. 4 students are selected who belong to mathematic class of CNUE(Cheoungju National Univ. of Edu.)'s Gifted Student Education Center. The Program consists in 15th lessens, and each lessen need 4hr. Application possibility and student's satisfaction of the program are studied through the interview and report of the student. Three of four students are accomplish the goal of the progarm. Computer programing and numerical analysis parts were relatively well understood, but numerical modeling part was difficult to students. The satisfaction of the program is dependent on the characteristics of the student. Most of the student thought that this program was one of the science education program. The student who have interested in only mathematics shows that low satisfaction but the one who have interested in science or information technology shows that high satisfaction.

• Tunnel and Underground Space
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• v.17 no.2 s.67
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• pp.109-118
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• 2007

The excavation damaged zone (EDZ) is an area around an excavation where in situ rock mass properties, stress condition. displacement. groundwater flow conditions have been altered due to the excavation. Various studies have been carried out on EDZ, but most studies have been focused on the mechanical bahavior of EDZ by in situ experiment. Even though the EDZ could potentially form a high permeable pathway of groundwater flow, only a few studies were performed on the analysis of groundwater flow in EDZ. In this study, the' hydraulic EDZ' was defined as the rock Lone adjacent to the excavation where the hydraulic aperture has been changed due to the excavation. And hydraulic EDZ (hydraulic aperture changed zone) estimated by two-dimensional DEM program was considered in three-dimensional DFN model. From this approach the groundwater flow characteristics corresponding to hydraulic aperture change were examined. Together. a parametric study was performed to examine the boundary conditions that frequently used in DFN analysis such as constant head or constant flux condition. According to the numerical analysis, hydraulic aperture change induced by the hydraulic-mechanical interaction becomes one of the most important factors Influencing the hydraulic behavior of jointed rock masses. And also from this study, we suggest the proper boundary condition in three-dimensional DFN model.

• Sim-seong Yeon-gu
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• v.27 no.1_2
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• pp.71-77
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• 2012

• Journal of Korean Society of Steel Construction
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• v.27 no.6
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• pp.493-501
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• 2015

Superelastic shape memory alloys (SMAs) are metallic materials that can automatically recover to their original condition without heat treatment only after the removal of the applied load. These smart materials have been wildly applied instead of steel materials to the place where large deformation is likely to concentrate. In spite of many advantages, superelastic SMA materials have been limited to use in the construction filed because there is lack of effort and research involved with the development of the material model, which is required to reproduce the behavior of superelastic SMA materials. Therefore, constitutive material models as well as algorithm codes are mainly treated in this study for the purpose of simulating their hysteretic behavior through numerical analyses. The simulated curves are compared and calibrated to the experimental test results with an aim to verify the adequacy of material modeling. Furthermore, structural analyses incorporating the material property of the superelastic SMAs are conducted on simple and cantilever beam models. It can be shown that constitutive material models presented herein are adequate to reliably predict the behavior of superelastic SMA materials under cyclic loadings.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.2A
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• pp.59-69
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• 2011

Nonlinear static procedures (NSPs) basing on the concept of performance based seismic design have become one of the promising procedures for seismic evaluation of buildings. Although it needs much less computational cost compared to nonlinear time history analysis (NTHA), its usages are limited to simple structures by its inherent restriction to structures wherein the fundamental mode dominates the response. Several new nonlinear static procedures (Modal Pushover Analysis; MPA and Improved Modal Pushover Analysis; IMPA) which can consider higher modes effect were introduced. Nonetheless, its applicability for complex structures such as cable-stayed bridge has not studied yet. This paper focuses on applicability of nonlinear static procedures for the seismic analysis of cable-stayed bridges. Moreover, reliability indexes which can predict analysis procedure's accuracy are introduced.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.30 no.1
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• pp.87-94
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• 2017

Reliability analysis(RA) and Reliability-based design optimization(RBDO) require statistical modeling of input random variables, which is parametrically or nonparametrically determined based on experimental data. For the parametric method, goodness-of-fit (GOF) test and model selection method are widely used, and a sequential statistical modeling method combining the merits of the two methods has been recently proposed. Kernel density estimation(KDE) is often used as a nonparametric method, and it well describes a distribution function when the number of data is small or a density function has multimodal distribution. Although accurate statistical models are needed to obtain accurate RA and RBDO results, accurate statistical modeling is difficult when the number of data is small. In this study, the accuracy of two statistical modeling methods, SSM and KDE, were compared according to the number of data. Through numerical examples, the RA results using the input models modeled by two methods were compared, and appropriate modeling method was proposed according to the number of data.