• 한국컴퓨터정보학회논문지
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• 제24권10호
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• pp.205-213
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• 2019

네트워크 강건성은 네트워크의 가장 중요한 요구특성 중 하나이다. 전술 통신 네트워크에서 강건성은 공격 단계를 지속적으로 유지하는 핵심 기능이다. TICN이라고 하는 육군의 전술 통신 네트워크는 격자형과 트리형 네트워크 토폴로지가 혼합되어 있으며, 트리형 구조는 네트워크 강건성에서 다소 약하다. 따라서 본 논문에서는 그래프 이론을 적용하여 현재 전술 통신 네트워크의 취약점인 단절점과 브리지를 탐색하고 이 부분을 개선하기 위해 기존 네트워크에 링크를 추가하여 네트워크를 생성한다. 이후 SNA 기반 네트워크 강건성 평가를 위해 핵심 노드를 단절하여 각 네트워크의 지표 변화를 관찰한다. 실험 결과, 보완된 네트워크의 강건성이 기존 운용개념 하의 네트워크 구조보다 개선되었음을 보여준다.

• Wind and Structures
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• 제19권4호
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• pp.421-441
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• 2014

With the assistance of typhoon field data at aerial elevation level observed by meteorological satellites and wind velocity and direction records nearby the ground gathered in Guangzhou Weather Station between 1985 and 2001, some key wind field parameters under typhoon climate in Guangzhou region were calibrated based on Monte-Carlo stochastic algorithm and Meng's typhoon numerical model. By using Peak Over Threshold method (POT) and Generalized Pareto Distribution (GPD), Wind field characteristics during typhoons for various return periods in several typical engineering fields were predicted, showing that some distribution rules in relation to gradient height of atmosphere boundary layer, power-law component of wind profile, gust factor and extreme wind velocity at 1-3s time interval are obviously different from corresponding items in Chinese wind load Codes. In order to evaluate the influence of typhoon field parameters on long-span flexible bridges, 1:100 reduced-scale wind field of type B terrain was reillustrated under typhoon and normal conditions utilizing passive turbulence generators in TJ-3 wind tunnel, and wind-induced performance tests of aero-elastic model of long-span Guangzhou Xinguang arch bridge were carried out as well. Furthermore, aerodynamic admittance function about lattice cross section in mid-span arch lib under the condition of higher turbulence intensity of typhoon field was identified via using high-frequency force-measured balance. Based on identified aerodynamic admittance expressions, Wind-induced stochastic vibration of Xinguang arch bridge under typhoon and normal climates was calculated and compared, considering structural geometrical non-linearity, stochastic wind attack angle effects, etc. Thus, the aerodynamic response characteristics under typhoon and normal conditions can be illustrated and checked, which are of satisfactory response results for different oncoming wind velocities with resemblance to those wind tunnel testing data under the two types of climate modes.