• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.250-250
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• 2015

ASR(Aquifer Storage Recharge) 또는 ASTR(Aquifer Storage Transfer Recharge)과 같은 직접적인 지하수 인공함양기법은 대수층을 활용하여 수자원을 공급하고 관리하기 위한 적극적인 방안으로 고려될 수 있다. 그러나 하천 수와 같은 지표수를 주입할 경우 부유물질 그리고 생물학적 및 화학적 물질 등에 의해 주입정 내 스크린 부분에서 폐색이 발생할 수 있으며, 이로 인해 인공함양 시설의 운영에 있어 부정적인 영향을 미칠 수 있다. 주입정 내 폐색을 저감시키기 위해서는 주기적인 주입정 역세척과 같은 방법이 적용될 수 있다. 본 연구에서는 물리적인 폐색을 발생시키는 부유물질이 포함되어 있는 지표수를 주입할 경우 주입정 내에서의 부유물질의 거동을 수치적 기법을 통해 모의 및 분석을 수행하였다. 본 모의에서는 부유물질을 구성하는 입자들은 세 가지 서로 다른 비중(0.8, 1.3, 1.5)을 가지며, 각각의 경우에 대해 입자분포는 정규분포를 통해 발생시켰다. 비중이 서로 다른 부유입자들은 동시에 주입정 내로 주입된다고 가정하였다. 모의는 비정상상태 조건으로 수행되었으며, 시간에 따라 변화되는 주입정 내 부유물질의 거동에 대해 분석하였다.

• Proceedings of the Korean Nuclear Society Conference
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• 1997.05b
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• pp.61-66
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• 1997

월성1호기 압력관의 수소흡수 관련 자료들을 분석하였으며, 캐나다 발전소들의 결과와도 비교하였다. 압력관의 수소흡수 특성은 압력관내 위치, 사용온도, 가동이력 등에 영향을 받아 Inlet 쪽보다는 Outlet 쪽이, 사용온도가 높을수록, 또한 가동에 따른 조사량이 증가할수록 수소흡수량이 증가하였다. 한편 압력관내로의 수소흡수 거동을 규명하기 위해 Zr-2.5wt%Nb 합금의 열처리 조직 차이에 따른 수소흡수특성을 분석하였다. 수소흡수는$\alpha$-Zr 상에 비해 $\beta$-Zr, $\beta$-Nb 상에 크게 영향을 받는 것으로 보인다. 또한 합금내의 수소량 증가가 압력관 부식특성 자체에 미치는 영향을 분석하기 위하여 열처리 시편에 일정량의 수소를 charging 시킨 후 부식시험을 수행하였다. Zr-2.5wt%Nb 합금의 부식거동은 미세조직에 가장 큰 영향을 받아$\alpha$-Zr과 $\beta$-Zr 상의 시편이$\alpha$-Zr과$\beta$-Nb 상의 시편에 비해 큰 부식속도를 보였다. 또한 시편내 150ppm 이하의 수소함량은 시편의 부식거동에 별다른 영향을 없거나, 부식속도를 약간 감소시키는 것으로 추정된다.

• Journal of the Korean Institute of Intelligent Systems
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• v.25 no.3
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• pp.210-216
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• 2015

It is well known that the structure of brain and consciousness of human have a phenomena of complex system. The human emotion have a many kind. The love is one of human emotion, which have been studied in sociology and psychology as a matter of great interested thing. In this paper, we consider a same and different time delay in love equation of Romeo and Juliet. We represent a behavior of love as a time series and phase portrait, and analyze the difference of behaviors between a same and different time delay.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.17 no.1
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• pp.67-74
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• 2004

The dynamic instability for snapping phenomena has been studied by many researchers. Few paper deal with the dynamic buckling under the load with periodic characteristics, and the behavior under periodic excitation is expected the different behavior against STEP excitation. We investigate the fundamental mechanisms of the dynamic instability when the sinusoidal shaped arch structures are subjected to sinusoidal harmonic excitation with pin-ends. By using Newmark- β method, we can get the nonlinear displacement response, and using this analyze characteristics of the dynamic instability through the running response spectrum by FFT(Fast Fourier Transform).

• Journal of Korean Association for Spatial Structures
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• v.4 no.2 s.12
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• pp.81-88
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• 2004

The dynamic instability of snapping phenomena has been studied by many researchers. Few papers deal with dynamic buckling under loads with periodic characteristics, and the behavior under periodic excitations is expected to be different from behavior under STEP excitations. We investigate the fundamental mechanisms of the dynamic instability when the sinusoidally shaped arch structures are subjected to sinusoidally distributed excitations with pin-ends. The mechanisms of dynamic indirect snapping of shallow arches are especially investigated under not only STEP function excitations but also under sinusoidal harmonic excitations, applied i the up-and-down direction. The dynamic nonlinear responses are obtained by the numerical integration of the geometrically nonlinear equation of motion. And using this analyze characteristics of the dynamic instability through the running response spectrum by FFT(Fast Fourier Transform).

• Journal of Korea Water Resources Association
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• v.35 no.1
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• pp.13-24
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• 2002

In a physically realistic but simplified manner, an attempt is made in this study to develop a predictive model for swash hydrodynamics across the shore due to the storm waves on an arbitrary beach profile. Date from the SUPERTANK laboratory Data Collection Project are used for the model development, in which experiments were designed to simulate dune erosion under storm conditions at a prototype scale. The model predicts variations of swash height, velocity and period across the beach face in a swash zone. In general, the model proves to be capable of predicting variations of swash height, velocity and period across the shore. Quantitatively better predictions for the swash parameters could be achieved by improving the prediction of the beach face elevation, ymax, where the significant swash height becomes zero.

• Journal of the Korean Institute of Intelligent Systems
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• v.25 no.2
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• pp.155-160
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• 2015

We say that human have an animal of emotion. There are various kind in the emotion of human. One of among them, love has been studied in sociology and psychology as a matter of great concern. In this paper, we propose a novel love model with the delay time as response time for love. We also consider it in the Romeo and Juliet of love model to analyze their romantic behaviors. First we consider the Juliet only have a time delay, Romeo only have a time delay, and both Romeo and Juliet have a time delay. We represent their behaviors as time series and phase portrait, and we analyze their difference.

• Composites Research
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• v.20 no.1
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• pp.8-14
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• 2007

Nonlinear aeroelastic analyses of composite wing with flap are performed considering free-play and dynamic stiffness of actuator. Doublet-Hybrid method is used for the calculation of subsonic unsteady aerodynamic forces. Free-play is modeled as a bilinear spring and is linearized by using the describing function method. Dynamic stiffness is obtained from governing equation of gear system and the aeroelastic analyses were performed according to ply-angle of laminate and material. The linear and nonlinear flutter analysis results show that the flutter characteristics are significantly dependent on the free-play and dynamic stiffness. from the nonlinear flutter analysis, various types of limit cycle oscillations are observed in a range of air speeds below or above the linear divergent flutter boundary.

• Journal of the Earthquake Engineering Society of Korea
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• v.12 no.5
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• pp.47-56
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• 2008

This study was performed to evaluate the effect of Response modification factors (R-factor) in 3-, 9- and 20- story steel Moment Resisting Frame (MRF) buildings. Each structure was designed using a R-factor of 8, as tabulated in the 2000 International Building Code provision (IBC 2000) and Korea Building Code (KBC) 2008. In order to evaluate the maximum and minimum performance expected for such structures, an upper bound and lower bound design were adopted for each model. Next, each analytical model was designed using different R-factors (8, 9, 10, 11, 12) and four different structural periods with the original fundamental period. For a detailed case study, a total of 150 analytical models were subjected to 20 ground motions representing a hazard level with a 2% probability of being exceeded in 50 years. In order to evaluate the performance of the structures, static push-over and non-linear time history analysis (NTHA) were performed, and displacement ductility demand was investigated to consider the ductility capacity of the structures. The results show that the dynamic behaviors for the 3- and 9-story buildings are relatively stable and conservative, while the 20-story buildings show a large displacement ductility demand due to dynamic instability factors. (e.g. P-delta effect and high mode effect)

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.5
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• pp.679-686
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• 2020

In this study, the seismic vulnerability of public river levees was analyzed quantitatively. Input seismic waves were generated in Pohang seismic waves in return periods of 200, 500, 1000, and 2400 years. The behavior of the levee was analyzed by seismic vulnerability analysis according to the return period. The displacement that occurs during an earthquake showed the same tendency as the input seismic wave and was largest in the return period of 2400 years. An analysis of the sliding stability revealed a 31.5% and 26.7% decrease in the sliding safety factor for the return period of 2400 for the landside and waterside, respectively. An examination of liquefaction by the q/p' ratio showed that the seepage line inside the embankment rises due to earthquakes. As a result, in the case of a return period of 2400 years, most embankments generate liquefaction, making them vulnerable to earthquakes. Through this research, it will be necessary to re-establish domestic seismic-design standards and establish clear standards for the results through a dynamics method.