• Journal of Internet Computing and Services
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• v.24 no.6
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• pp.137-144
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• 2023

Cyberattack technology is evolving to an unpredictable degree, and it is a situation that can happen 'at any time' rather than 'someday'. Infrastructure that is becoming hyper-connected and global due to cloud computing and the Internet of Things is an environment where cyberattacks can be more damaging than ever, and cyberattacks are still ongoing. Even if damage occurs due to external influences such as cyberattacks or natural disasters, intelligent self-recovery must evolve from a cyber resilience perspective to minimize downtime of cyber assets (OS, WEB, WAS, DB). In this paper, we propose an intelligent self-recovery technology to ensure sustainable cyber resilience when cyber assets fail to function properly due to a cyberattack. The original and updated history of cyber assets is managed in real-time using timeslot design and snapshot backup technology. It is necessary to secure technology that can automatically detect damage situations in conjunction with a commercialized file integrity monitoring program and minimize downtime of cyber assets by analyzing the correlation of backup data to damaged files on an intelligent basis to self-recover to an optimal state. In the future, we plan to research a pilot system that applies the unique functions of self-recovery technology and an operating model that can learn and analyze self-recovery strategies appropriate for cyber assets in damaged states.

• Journal of Internet Computing and Services
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• v.3 no.5
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• pp.31-39
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• 2002

A rapid growth of internet and sudden increase of multimedia data demands for high-speed transfer media and if optimizec usage from the interface system. To achieve this level of network bandwidth, multiple NICs for support of high-speed network bandwidth have been developed and studied. Furthermore, the use of multiple NICs can provide high-speed LAN environment without large network environment modification, supports backward compatibility of current system and reduce overhead. However. if system failure is caused by SPOF(Single Point of Failure) fault of large-capacity multiple NICs, incredible loss will be met because it services large capacity of multimedia data, Therefore, to prevent loss coming from faults, we describe 'Fault tolerance of multiple NICs', which use the fault prevention mechanism. Considering inefficiency of availability and serviceability that is occurred with existing TMR, Primary-Standby approach and Watchdog time mechanism, we propose and design the efficient fault tolerance mechanism, which minimize down time as changing of detection period dynamically. Consequently, the fault tolerance mechanism proposed for reducing overhead time when the fault is occurred, should minimize system downtime overall.

• Proceedings of the Korean Information Science Society Conference
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• 2000.10c
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• pp.219-221
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• 2000

최근 인터넷의 초고속 성장과 멀티미디어 데이터의 급격한 증가로 인해서, 고속의 전송매체와 이를 최적으로 이용하기 위한 인터페이스 시스템이 요구되고 있다. 이에 따라, 이더넷이 기가비트 이더넷으로 발전되어 LAN 인터페이스 시스템의 고속화를 이루고 있다. 그러나, 폭발적으로 증가하는 인터넷 환경에서 기가비트 이상의 고속 네트워크 대역폭을 지원하는 NIC(Network Interface Card)가 요구되고 있다. 이를 해결하고자, 기가비트 이상의 고속의 네트워크 대역폭을 지원하는 다중(Multiple) NIC의 연구가 진행되고 있다. 그러나, 고속의 네트워크 대역폭을 지원하는 다중 NIC를 운영할 때, 단일 NIC 결함으로 인해 시스템 운영이 중단되는 현상이 발생할 수 있다. 따라서, 효율적인 결함허용 기법을 적용하여 신뢰성 있는 시스템 운영을 지원할 필요성이 대두되고 있다. 본 논문에서는 기존의 하드웨어 결함 허용기법인 TMR, Primary-Standby Approach, Watchdog Timer 기법에서 발생되는 자원에 대한 가용성과 내구성의 비효율적인 부분을 고려하여, 동적으로 검출주기를 변환하여 다운타임(Downtime)을 최소화할 수 있는 효율적인 결함 허용 메카니즘을 설계하여 제안하고자 한다.

• Proceedings of the Korean Information Science Society Conference
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• 2000.04a
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• pp.654-656
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• 2000

인터넷 사용의 일반화로 인터넷을 통한 전자 상거래가 점차 늘고 있다. 이 가운데 많은 사용자들이 이용하는 사이트는 하루 수 백만건의 접속이 이루어지고 있고 사용자의 요구도 다양해지고 있다. 이러한 사이트에서는 사용자에게 최적의 성능을 보장해야 될 뿐만아니라 시스템의 다운 타임을 최소화 할 수 있는 방안이 필요하게 된다. 기존의 단일 시스템 체계는 이런 면에서 한계에 도달하였다. 단일 시스템의 한계점을 극복하기 위해서 클러스터를 이용한 대안이 제시되고 있다. 따라서 본 논문에서는 리눅스 플랫폼 상에서 클러스터를 이용한 웹 서버를 설계 및 구현하였다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.23 no.6
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• pp.393-402
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• 2021

The first TBM introduced in Korea was the gripper TBM, which was applied to the Gudeok Waterway Tunnel in 1985. In the initial stage of the introduction of the gripper TBM, many applications were mainly focused on waterway tunnels (Tunnel Mechanized Construction Design, 2008). Currently, the construction range of gripper TBM in Korea is widely applied to not only waterway tunnels, but also subways, railway tunnels, and TBM+NATM expansion. Overseas, gripper TBM is generally applied, and even when NATM tunnel is applied, it is applied as an exploration tunnel because of the excellent advance rate of gripper TBM and used as an evacuation tunnel after completion. Due to the fast excavation speed, the application of the gripper TBM in the rock section of weathered rock or higher can minimize the environmental and civil complaints caused by creating a large number of work areas when planning long tunnels or mountain tunnels. In this study, the work process of the general gripper TBM was analyzed by analyzing the construction cycle and the gripper TBM with a diameter of 2.6~5.0 m, which was applied the most in Korea. Downtime was investigated and analyzed.

• Journal of Korean Tunnelling and Underground Space Association
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• v.18 no.1
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• pp.1-12
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• 2016

When utilizing a Tunnel Boring Machine (TBM) for tunnelling work, unexpected ground conditions can be encountered that are not predicted in the design stage. These include fractured zones or mixed ground conditions that are likely to reduce the stability of TBM excavation, and result in considerable economic losses such as construction delays or increases in costs. Minimizing these potential risks during tunnel construction is therefore a crucial issue in any mechanized tunneling project. This paper proposed the potential risk events that may occur due to risky ground conditions. A resistivity survey is utilized to predict the risky ground conditions ahead of the tunnel face during construction. The potential risk events are then evaluated based on their occurrence probability and impact. A TBM risk management system that can suggest proper solution methods (measures) for potential risk events is also developed. Multi-Criterion Decision Making (MCDM) is utilized to determine the optimal solution method (optimal measure) to handle risk events. Lastly, an actual construction site, at which there was a risk event during Earth Pressure-Balance (EPB) Shield TBM construction, is analyzed to verify the efficacy of the proposed system.