• ETRI Journal
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• 제41권4호
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• pp.473-482
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• 2019

High availability and reliability have been considered promising requirements for the support of seamless network services such as real-time video streaming, gaming, and virtual and augmented reality. Increased availability can be achieved within a local area network with the use of the virtual router redundancy protocol that utilizes backup routers to provide a backup path in the case of a master router failure. However, the network may still lose a large number of packets during a failover owing to a late failure detections and lazy responses. To achieve an efficient failover, we propose the implementation of fast detection with virtual router redundancy protocol (FDVRRP) in which the backup router quickly detects a link failure and immediately serves as the master router. We implemented the FDVRRP using open neutralized network operating system (OpenN2OS), which is an open-source-based network operating system. Based on the failover performance test of OpenN2OS, we verified that the FDVRRP exhibits a very fast failure detection and a failover with low-overhead packets.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집A
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• pp.237-242
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• 2001

Residual stress is a dominant obstacle to efficient production and safe usage of products by reducing the mechanical strength and failure properties. Especially, it causes interfacial failure and substrate deflection in the case of thin film. So, the exact evaluation and optimum control of thin film residual stress is indispensable. However, hole drilling or X-ray diffraction techniques have some limits in application to thin film. And, curvature technique for thin film materials cannot give the information about local stress variation. Therefore, we applied the nanoindentation technique in evaluating the thin film residual stress. In this study, we modeled the change of indentation loading curve for residually stressed and stress-free thin films during stress relaxation. The value of residual stress was directly related to the indentation depth change by relaxation. The residual stress from nanoindentation analysis was consistent with the result from curvature technique.

• 한국전자통신학회논문지
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• 제4권1호
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• pp.14-19
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• 2009

노드의 이동성과 한정된 배터리 용량으로 무선애드혹 네트워크에서는 종종 경로 단절이나 패킷 손실이 발생한다. 본 논문에서는 수신 신호 세기의 변화를 측정함으로써 경로 단절 확률과 패킷손실을 줄일 수 있는 AODV (Ad hoc On-demand Distance Vector routing)에 기반을 둔 향상된 라우팅 프로토콜을 제안한다. 라우팅을 결정하기 위해 노드 이동성과 경로의 홉으로 이루어진 새로운 측정 함수를 사용하고, 데이터 전송 중 노드의 움직임에 의한 경로의 단절을 방지하기 위해 새로운 경로 관리 기법을 소개한다. 이웃 노드의 움직임을 감지되면, 경로가 단절되기 전에 라우팅 에이전트는 다음 홉 노드를 이웃노드로 변경한다. 시뮬레이션 결과를 통해 제안한 라우팅 기법의 성능이 기존의 AODV 방식보다 우수함을 보인다.

• 한국통신학회논문지
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• 제35권9B호
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• pp.1281-1286
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• 2010

개미 기반 라우팅 방안은 개미집단 최적화 알고리즘의 한 부류로, 자연에서 서식하는 개미의 행동양식을 라우팅에 적용한 방안이다. 이동 애드혹 네트워크는 토폴로지가 동적으로 변하므로 경로 설정이 지역적 정보에 기반을 둘 필요가 있다. 따라서 이동 애드혹 네트워크에서의 라우팅은 개미집단 최적화의 한 응용분야로 알려져 있다. 본 논문에서는 이동 애드혹 네트워크에 적용한 개미 기반 라우팅 알고리즘인 SIR (swarm intelligence routing)에 경로선택과 링크 장애 시 처리 방법을 개선한 방안인 EPMAR (ant-based routing method using enhanced path maintenance)을 제안하고, 그 성능을 AntHocNet 및 SIR과 비교, 분석하였다. 분석 결과, 제안한 방안이 AntHocNet이나 SIR보다 패킷 전달율은 높고, 치명적 경로 장애가 더 적게 발생함을 입증하였다.

• Computers and Concrete
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• 제12권3호
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• pp.351-375
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• 2013

Post-punching resistance of a flat slab can help redistribute the gravity loads and resist progressive collapse of a structure following initial damage. One important difficulty with accounting for the post-punching strength of a slab is the discontinuity that develops following punching shear. A numerical simulation technique is proposed here to model and evaluate post-punching resistance of flat slabs. It is demonstrated that the simulation results of punching shear and post-punching response of the model of a slab on a single column are in good agreement with corresponding experimental data. It is also shown that progressive collapse due to a column removal (explosion) can lead to punching failure over an adjacent column. Such failure can propagate throughout the structure leading to the progressive collapse of the structure. Through post-punching modeling of the slab and accounting for the associated discontinuity, it is also demonstrated that the presence of an adequate amount of integrity reinforcement can provide an alternative load path and help resist progressive collapse.

• 대한전기학회논문지:전기물성ㆍ응용부문C
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• 제50권8호
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• pp.414-418
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• 2001

Failure modes of Mo-tip FEA were investigated in detail as a preliminary study for the application of Mo-tip FEA to the CRT electron-gun as a cold cathode. It was identified that the destruction of Mo-tip FEA was originated from reflowing of arc-current during the spot-knocking process followed by secondary arc between gate electrode and cathode substrate. In order to prevent Mo-tip FEA from destruction due to arc-current, two kinds of methods were suggested, that is one is to provide the by-pass of the reflow current and the other is to install a current limiter in the path of gate connection line.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.357-362
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• 2000

This Paper presents dynamic analysis of underground R/C Subway Structure, subjected to seismic actions. Earthquakes brought serious damage to RC subway Structure. Foe studying the collapse mechanism of underground RC Subway, seismic of a subway station is simulated in using FEM program ASP2000 of two-dimension based on the path dependent RC elastic model, soil foundation and interfacial models. The shear failure of intermediate vertical columns is founds to be the major cause of the structural collapse. According to FEM simulation of the failure mechanism, it is considered that the RC column would lose axial load carrying capacity after the occurrence of the localized diagonal shear cracks , and sudden failure of the outer frame would be followed. Specially, the shear stress in the middle slab reaches maximum shear capacity. So, the Structure would fail in the middle slab as a result of erasing the vertical ground motion computation.

• Computers and Concrete
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• 제20권1호
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• pp.85-97
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• 2017

With a special attention to the different stages of a typical loading path travelled in a fluid confined concrete test, this paper introduces a physically consistent model for the stress-strain curve of actively confined normal-strength concrete in the axial direction. The model comprises of the five elements of: (1) a criterion for the peak or failure strength, (2) an equation for the peak strain, (3) a backbone hydrostatic curve, (4) a transient hardening curve linking the point of departure from the hydrostatic curve to the failure point, and finally (5) a set of formulas for the post-peak region. Alongside, relevant details and shortcomings of existing models will be discussed in each part. Finally, the accuracy and efficiency of the proposed model have been verified in a set of simulations which compare well with the experimental results from the literature.

• 한국항공우주학회지
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• 제49권8호
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• pp.627-636
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• 2021

본 논문에서는 재사용발사체 유도제어에 관한 연구를 다루었다. 이를 위하여 6자유도의 재사용발사체 운동방정식 모델링을 수행하였으며, 이를 이용하여 최적 재진입경로를 생성 및 해당 경로를 추종하는 유도제어 시뮬레이션을 수행하였다. 유도제어기 설계를 위하여 모델링 불확실성, 외란 및 고장에 강한 시간지연기법을 적용한 자세제어기와 비선형 유도법칙을 이용하였다. 고전적인 PD 제어기를 적용한 유도제어 시뮬레이션을 수행하여 시간지연기법을 적용한 재사용발사체의 유도제어 시뮬레이션과 비교 검증하였다.

• 한국가스학회지
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• 제17권1호
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• pp.49-55
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• 2013

최근 발전, 가스 설비, 화학공장 등의 대형 시스템들은 매우 복잡한 구조를 지니고 있다. 대부분의 공정들은 효율성을 위하여 높은 신뢰성을 요구하고 있으나, 복잡한 과정으로 인하여 신뢰도 분석이 상대적으로 어려운 실정이다. 복잡한 화학공정에서의 신뢰성 분석을 위하여 이 논문에서는 k-out-of-n로 구성된 화학공정을 RBD를 이용하여 신뢰성 경로를 파악하고, 고장판정행렬을 적용하여 신뢰도를 계산하였다. 이 기법이 k-out-of-n 시스템의 신뢰성 분석에 유용하게 사용될 수 있다는 것을 제시하였다.