• 한국전자통신학회논문지
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• 제7권2호
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• pp.243-248
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• 2012

본 연구에서는 WiFi 망을 통한 VoIP 용량을 OPNET 모델러를 이용하여 컴퓨터 시뮬레이션으로 분석하였다. 연구결과 하나의 AP내에서 VoIP 호의 수가 일정수를 넘어가면 전체 호에서 급격한 통화 품질저하가 일어나며 그 원인은 AP내 다운링크의 큐잉지연으로 분석되었다. IEEE802.11b환경에서 품질을 유지 (MOS > 2.5)하면서 수용가능한 호의 수는 G.711, G.729a, G.729a VAD 방식의 코덱을 사용할 경우 각각 5, 12, 27개인 것으로 분석되었다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회A
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• pp.83-84
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• 2008

The primary water stress corrosion cracking (PWSCC) of dissimilar metal weld based on Alloy 82/182 is one of major issues in material degradation of nuclear components. It is well known that the crack initiation and growth due to PWSCC is influenced by material's susceptibility to PWSCC and distribution of welding residual stress. Therefore, modeling the welding residual stress is of interest in understanding crack formation and growth in dissimilar metal weld. Currently in Korea, a numerical round robin study is undertaken to provide guidance on the welding residual stress analysis of dissimilar metal weld. As a part of this effort, the present paper investigates distribution of welding resisual stress of a ferritic low alloy steel nozzle with dissimilar metal weld using Alloy 82/182. Two-dimensional thermo-mechanical finite element analyses are carried out to simulate multi-pass welding process on the basis of the detailed design and fabrication data. The present results are compared with those from other participants, and more works incorporating physical measurements are going to be performed to quantify the uncertainties relating to modelling assumptions.

• Steel and Composite Structures
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• 제23권1호
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• pp.17-29
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• 2017

The seismic performance of steel beam to concrete-encased composite column with unsymmetrical steel section joints is investigated and reported within this paper. Experimental and analytical evaluation were conducted on a total of 8 specimens with T-shaped and L-shaped steel section under lateral cyclic loading and axial compression. The test parameters included concrete strength, stirrup ratio and axial compression ratio. The response of the specimens was presented in terms of their hysterisis loop behavior, stress distribution, joint shear strength, and performance degradation. The experiment indicated good structural behavior and good seismic performance. In addition, a three-dimensional nonlinear finite-element analysis simulating was conducted to simulate their seismic behaviors. The finite-element analysis incorporated both bond-slip relationship and crack interface interaction between steel and concrete. The results were also compared with the test data, and the analytical prediction of joint shear strength was satisfactory for both joints with T-shaped and L-shaped steel section columns. The steel beam to concrete-encased composite column with unsymmetrical steel section joints can develop stable hysteretic response and large energy absorption capacity by providing enough stirrups and decreased spacing of transverse ties in column.

• Structural Engineering and Mechanics
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• 제38권6호
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• pp.803-823
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• 2011

In this paper, the three dimensional Parallel Realistic Failure Process Analysis ($RFPA^{3D}$-Parallel) code based on micromechanical model is employed to investigate the bonding behavior in FRP sheet bonded to concrete in single shear test. In the model, the heterogeneity of brittle disordered material at a meso-scale was taken into consideration in order to realistically demonstrate the mechanical characteristics of FRP-to-concrete. Modified Mohr-coulomb strength criterion with tension cut-off, where a stressed element can damage in shear or in tension, was adopted and a stiffness degradation approach was used to simulate the initiation, propagation and growth of microcracks in the model. In addition, a Master-Slave parallel operation control technique was adopted to implement the parallel computation of a large numerical model. Parallel computational results of debonding of FRP-concrete visually reproduce the spatial and temporal debonding failure progression of microcracks in FRP sheet bonded to concrete, which agrees well with the existing testing results in laboratory. The numerical approach in this study provides a useful tool for enhancing our understanding of cracking and debonding failure process and mechanism of FRP-concrete and our ability to predict mechanical performance and reliability of these FRP sheet bonded to concrete structures.

• Nuclear Engineering and Technology
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• 제51권8호
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• pp.1916-1938
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• 2019

The objective of this paper is to discuss the modeling principles of phenomena governing core degradation/melting and in-vessel melt relocation during severe accidents in light water reactors. The proposed modeling approach has been applied in the development of a new accident simulation package, COMPASS (COre Meltdown Progression Accident Simulation Software). COMPASS can be used either as a stand-alone tool to simulate in-vessel meltdown progression up to and including RPV failure, or as a component of an integrated simulation package being developed in Korea for the APR1400 reactor. Interestingly, since the emphasis in the development of COMPASS modeling framework has been on capturing generic mechanistic aspects of accident progression in light water reactors, several parts of the overall model should be useful for future accident studies of other reactor designs, both PWRs and BWRs. The issues discussed in the paper include the overall structure of the model, the rationale behind the formulation of the governing equations and the associated simplifying assumptions, as well as the methodology used to verify both the physical and numerical consistencies of the overall solver. Furthermore, the results of COMPASS validation against two experimental data sets (CORA and PHEBUS) are shown, as well as of the predicted accident progression at TMI-2 reactor.

• 대한조선학회논문집
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• 제52권3호
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• pp.248-254
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• 2015

The strength and fatigue life of Satin and Twill-woven CF/epoxy composite(CFRP) have been investigated. Damage mechanism fatigue method has been used to assess fatigue damage accumulation. It is based on measured residual stiffness and residual strength of carbon-fiber reinforced plastic(CFRP) laminates under cyclic loading. Fatigue damage evolution in composite laminates and predict fatigue life of the laminates were simulated by finite element analysis(FEA) method. The stress analysis was carried out in MSC patran/Nastran. A modified Hashin's failure criterion di rmfjapplied to predict the failure of the experimental data of fatigue life but a Ye-delamination criterion was ignored because of 2D modeling. Almost linear stiffness and strength degradation were observed during most of the fatigue process. These stress distribution data were adopted in the simulation to simulate fatigue behavior and estimate life of the laminates. From the results, the predicted fatigue life is more conservatively estimated than the experimental results.

• 한국통신학회논문지
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• 제27권3B호
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• pp.259-266
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• 2002

CDMA 시스템에 있어서 다중접속간섭(MAI : Multiple Access Interference)은 시스템 성능과 사용자 용량을 저하시킨다. 최근 다중접속간섭을 제거하는 기법 중에 하나인 부귀환 다중사용자검파기(feedback detector)로 부귀환 직교 다중사용자검파기(ODFD : Orthogonal decision-feedback detector)와 부귀환 역상관 다중사용자검파기와(DDFD ; decorrelating decision-feedback detector)가 연구되어 왔다. 본 논문에서는 부귀환 직교 다중사용자검파기와 블라인드 등화기를 결합한 블라인드 적응형 다중사용자 검파기를 제안하였다. 부가 백색화 가우시안 잡음(AWGN ; additive white gaussian noise) 채널 환경과 레일리(Rayleigh) 페이딩 채널 환경에서 시뮬레이션을 수행하였으며, 본 논문에서 제안한 블라인드 적응형 부귀환 직교 다중사용자검파기(BA-ODFD)와 블라인드 적응형 부귀환 역상관 검파기(BA-DDFD)을 비교하였다.

• Structural Engineering and Mechanics
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• 제61권1호
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• pp.77-90
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• 2017

Glazed curtain walls are façade systems frequently chosen in modern architecture for mid and high-rise buildings. From recent earthquakes surveys it is observed the large occurrence of non-structural components failure, such as storefronts and curtain walls, which causes sensitive economic losses and represents an hazard for occupants and pedestrians safety. In the present study, the behavior of curtain wall stick systems under seismic actions has been investigated through experimental in-plane racking tests conducted at the laboratory of the Construction Technologies Institute (ITC) of the Italian National Research Council (CNR) on two full-scale aluminium/glass curtain wall test units. A finite element model has been calibrated according to experimental results in order to simulate the behavior of such components under seismic excitation. The numerical model investigates the influence of the interaction between glass panels and aluminium frame, the gasket friction and the stiffness degradation of aluminium-to-glass connections due to the high deformation level on the curtain walls behavior. This study aims to give a practical support to researchers and/or professionals who intend to numerically predict the lateral behavior of similar façade systems, so as to avoid or reduce the need of performing expensive experimental tests.

• 대한전자공학회논문지TC
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• 제41권9호
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• pp.9-16
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• 2004

본 논문에서는 IPSec 가속기를 보안서버에 장착하였을 경우의 성능분석모델을 제안하였다. 제안된 보안서버는 M/M/1 시스템으로 모델링하였으며 트래픽 로드는 포아송분포를 이용하였다 보안서버의 성능변수를 통합하여 디코딩지연이라고 정의하였으며 IPSec 가속기인 BCM5820의 실측 결과와 비교하여 15%정도의 차이를 갖는 디코딩지연을 추출하였다 디코딩 지연을 제안된 성능분석모델에 대입하여 시뮬레이션 하였을 경우 보안연결은 BCM5820의 발표된 성능의 75%의 처리량을 보였다. 그리고 데이터전달은 발표된 성능의 각각 3.125%(패킷크기 64byte), 14.28%(패킷크기 1024byte)의 처리량을 보였다.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2017년도 제48회 춘계학술대회논문집
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• pp.148-153
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• 2017

HTPB 추진제는 자연 저장 기간 동안 내부 시효성 물질들에 의한 물리 화학적 반응으로 인해 서서히 노화가 진행된다. 각기 다른 시간-온도 조건에서 이들 시효성 물질의 가속 노화 시험을 통해 자연 상태에서의 노화 특성을 모사할 수 있다. 본 논문에서는 장기 저장 기간 동안 느리게 진행되는 HTPB 추진제의 물리 화학적 반응에 의한 노화 특성을 HFC(Micro-Heat Flow Calorimeter)로 분석 평가하여 수행한 HTPB 추진제의 신개념 수명 예측 기술에 대하여 고찰하였다.