• 한국해양공학회지
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• 제27권1호
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• pp.93-101
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• 2013

The incident bore impact loads acting on a tall structure is simulated using the refined Moving Particle Simulation (MPS) method. The particle method is more feasible and effective than conventional grid-based methods for the violent free-surface problems. In the present study, the simulation results for the temporal change of the hydrodynamic force on the structure and longitudinal velocity component around the structure are compared with the experiments (Radd and Bidoae, 2005). And the mitigation effects by installation of various obstacles in front of the main structure are investigated and discussed form the simulation results.

• 대한기계학회논문집A
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• 제32권10호
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• pp.873-881
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• 2008

Weld overlay is one of the residual stress mitigation methods which arrest crack initiation and crack growth. Therefore weld overlay can be applied to the region where cracking is likely to be. An overlay weld used in this manner is termed a preemptive weld overlay(PWOL). In pressurized water reactor(PWR) dissimilar metal weld is susceptible region for primary water stress corrosion cracking(PWSCC). In order to examine the effect of PWOL on residual stress mitigation, PWOL was applied to a specific dissimilar metal weld of Kori nuclear power plant by finite element analysis method. As a result, strong compressive residual stress was made in PWSCC susceptible region and PWOL was proved effective preemptive repair method for weldment.

• 전기학회논문지
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• 제58권2호
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• pp.232-238
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• 2009

Flicker, also known as voltage fluctuation, is a newest problem of power quality issues, because it is caused by nonlinear loads such as electrical arc furnace and large-scale induction motor, which are country-widely used as the heavy industries of a country develop. An international standard, International Electrotechnical Commission (IEC) 61000-4-15, was published in 1997 and revised in 2003. With increasing concerns about flicker, its mitigation methods have been also studied. General countermeasures for flicker are divided into three categories: a) enhancing the capacity of supplying system, b) Series elements including series reactor and series capacitor and c) power electronic devices including static VAR compensator (SVC) and static synchronous compensator (STATCOM). This paper introduces how to mitigate the voltage flicker at the point of common coupling (PCC) and presents how to simulate and compare the flicker alleviating effects by each mitigation method, using IEC flickermeter based on the Matlab/Simulink program.

• 한국전산구조공학회논문집
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• 제22권6호
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• pp.557-564
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• 2009

용접과정 중 발생되는 인장잔류응력은 원전 배관 이종용접부의 PWSCC가 발생되는 원인 중 하나라고 알려져 있다. 일반적으로 보수용접은 용접과정 중 흔히 일어나는 현상이다. 보수용접은 강한 인장잔류응력을 유도하기 때문에 이종용접부의 PWSCC를 유도하기 쉽다. 본 논문에서는 강한 인장잔류응력이 발생되는 보수용접부에 대해 보수용접 깊이에 따라 동종용접과 예방용접 overlay로 인하여 인장잔류응력의 크기가 변화하는 것을 정량적으로 확인하였다.

• 정보처리학회논문지:컴퓨터 및 통신 시스템
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• 제2권3호
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• pp.125-132
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• 2013

본 논문은 DDoS 공격과 유사한 트래픽을 생성하고 ISP를 포함한 네트워크를 통해 실제 운용 중인 웹서버에 전송하여 결과를 분석하였다. 결과 분석을 위해서 대응 장비의 관리 주체에 따라 DDoS 공격의 대응 방법을 ISP(Top), 네트워크(Middle), 시스템(Bottom) 레벨 대응으로 분류하였으며 전송 트래픽을 특징에 따라 4종으로 분류하였다. 실험 결과는 48개 홈페이지의 대응 레벨별 평균 공격 성공률과 공격 분류별 평균 공격 성공률을 기술 및 분석하였으며 2개의 예외 상황에 대해서 기술하였다. 5장에서는 실험 결과를 기반으로 피해완화방안을 제시하였다.

• Structural Engineering and Mechanics
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• 제87권2호
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• pp.117-127
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• 2023

To efficiently attenuate seismic responses of a structure, a novel pneumatic-driven active dynamic vibration absorber (PD-ADVA) is proposed in this study. PD-ADVA aims to realize closed-loop control using a simple and intuitive control algorithm, which takes the structure velocity response as the input signal and then outputs an inverse control force to primary structure. The corresponding active control theory and phase control mechanism of the system are studied by numerical and theoretical methods, the system's control performance and amplitude-frequency characteristics under seismic excitations are explored. The capability of the proposed active control system to cope with frequency-varying random excitation is evaluated by comparing with the optimum tuning TMD. The analysis results show that the control algorithm of PD-ADVA ensures the control force always output to the structure in the opposite direction of the velocity response, indicating that the presented system does not produce a negative effect. The phase difference between the response of uncontrolled and controlled structures is zero, while the phase difference between the control force and the harmonic excitation is π, the theoretical and numerical results demonstrate that PD-ADVA always generates beneficial control effects. The PD-ADVA can effectively mitigate the structural seismic responses, and its control performance is insensitive to amplitude. Compared with the optimum tuning TMD, PD-ADVA has better control performance and higher system stability, and will not have negative effects under seismic wave excitations.

• Journal of Positioning, Navigation, and Timing
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• 제13권2호
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• pp.131-136
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• 2024

This paper deal with a method for calculating the continuity of Korea Augmentation Satellite System (KASS), which was completed in Korea in December 2023, and a plan to respond in the event that a continuity hazard situation occurs during operation. For this purpose, the International Civil Aviation Organization (ICAO) Satellite Based Augmentation System (SBAS) continuity standards, Wide Area Augmentation System (WAAS), and European Geostationary Navigation Overlay Service (EGNOS) continuity cases are examined in this paper. According to the measures recommended by the ICAO, when the number of continuity risks exceeds a certain level and the level drops drastically, various mitigation operations by country are implemented. Through this, if KASS does not meet ICAO continuity standards in the future, such measures can be referred to. In addition, this paper computes the short-term KASS continuity during the test broadcast period. Although continuity does not meet the ICAO standards, although this test period is too short, further meaningful analysis in the future is required. Additionally, this paper carried out an analysis of the timing and period to systematically calculate the meaningful value of continuity.

• 한국방재학회 논문집
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• 제9권6호
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• pp.57-68
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• 2009

최근 인적재난 발생의 불확실성에 대한 유연한 대처를 위해 확률 통계적 재난위험성 평가 및 위험관리 기술에 대한 필요성이 고조되고 있어 관련기술을 인적재난에 적용하기 위한 연구를 수행하였다. 먼저 재난위험성 평가 기법의 실효성, 경제성 및 지속가능한 시스템 구현을 위한 선제조건을 검토하였다. 이로부터 재난의 피해규모-발생확률 분포함수의 이론적 검토를 통해 확률 통계적인 재난위험 지표를 도출하고 재난안전(위험)도 평가에 활용함으로서 보다 간편한 정량적 재난위험도 평가기법을 개발하였기에 이를 소개한다. 또한 이를 활용하여 우리나라와 일본의 확률 통계적인 화재 안전유지 성능을 비교 분석하고 그 결과를 안전지수로 제시하였다. 향후 기존의 재난위험 평가기술과 융화 발전시켜 국내실정에 맞는 미래 재난 추정 및 예측 모델의 최적화 방안을 마련함으로써 지속적인 위험도 분석결과에 기반을 둔 합리적인 통합재난관리 방안 마련이 가능 할 것으로 기대된다.

• Geomechanics and Engineering
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• 제32권2호
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• pp.145-157
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• 2023

This paper aims at investigating the face stability of large-diameter underwater shield tunnels considering seepage in soft-hard uneven strata. Using the kinematic approach of limit upper-bound analysis, the analytical solution of limit supporting pressure on the tunnel face considering seepage was obtained based on a logarithmic spiral collapsed body in uneven strata. The stability analysis method of the excavation face with different soft- and hard-stratum ratios was explored and validated. Moreover, the effects of water level and burial depth on tunnel face stability were discussed. The results show the effect of seepage on the excavation face stability can be accounted as the seepage force on the excavation face and the seepage force of pore water in instability body. When the thickness ratio of hard soil layer within the excavation face exceeds 1/6D, the interface of the soft and hard soil layer can be placed at tunnel axis during stability analysis. The reliability of the analytical solution of the limit supporting pressure is validated by numerical method and literature methods. The increase of water level causes the instability of upper soft soil layer firstly due to the higher seepage force. With the rise of burial depth, the horizontal displacement of the upper soft soil decreases and the limit supporting pressure changes little because of soil arching effect.

• 한국방재학회 논문집
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• 제10권4호
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• pp.119-125
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• 2010

의사결정 및 우선순위 결정에 있어 가장 중요한 점은 서로 다른 평가 기준에 따라 판단해야 할 속성의 상대적 중요성을 나타내는 가중치의 결정에 있다. 본 연구에서는 대표적인 기존의 가중치 결정 방법들을 동시에 고려하는 새로운 기법을 제안하였다. 이를 위하여 대표적인 7가지 가중치 산정방법과 다기준의사결정 기법의 하나인 거리척도 기반의 Utopian Approach를 결합한 Weighted Utopian Approach를 제안하였다. 제안된 기법은 다양한 특성을 가진 가중치 도출 기법을 고려하여 다기준 의사결정기법의 대표성과 보편성을 동시에 달성할 수 있는 장점을 가진다. 또한 최종 의사결정자들에게 최종 결과 뿐 만 아니라, 각 가중치 산정 방법별 결과를 제시하여 상황에 따른 대안 선택의 폭을 넓힐 수 있다. 본 모형을 가상의 공학문제에 적용한 결과, 보다 객관적인 의사결정 및 우선순위를 산정할 수 있었으며, 계산과정이 단순하여 실무 적용성이 우수하다고 판단되었다.