• Structural Engineering and Mechanics
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• 제86권4호
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• pp.547-571
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• 2023

To deeply probe the actual earthquake level and fragility of typical reinforced concrete (RC) structures under multiple intensity grades, considering diachronic measurement building stock samples and actual observations of representative catastrophic earth shocks in China from 1990 to 2010, RC structures were divided into traditional RC structures (TRCs) and bottom reinforced concrete frame seismic wall masonry (BFM) structures, and the empirical damage characteristics and mechanisms were analysed. A great deal of statistics and induction were developed on the historical experience investigation data of 59 typical catastrophic earthquakes in 9 provinces of China. The database and fragility matrix prediction model were established with TRCs of 4,122.5284×104 m² and 5,844 buildings and BFMs of 5,872 buildings as empirical seismic damage samples. By employing the methods of structural damage probability and statistics, nonlinear prediction of seismic vulnerability, and numerical and applied functional analysis, the comparison matrix of actual fragility probability prediction of TRC and BFM in multiple intensity regions under the latest version of China's macrointensity standard was established. A novel nonlinear regression prediction model of seismic vulnerability was proposed, and prediction models considering the seismic damage ratio and transcendental probability parameters were constructed. The time-varying vulnerability comparative model of the sample database was developed according to the different periods of multiple earthquakes. The new calculation method of the average fragility prediction index (AFPI) matrix parameter model has been proposed to predict the seismic fragility of an areal RC structure.

• Earthquakes and Structures
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• 제22권4호
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• pp.387-399
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• 2022

To study the seismic damage of masonry structures and understand the characteristics of the multi-intensity region, according to the Dujiang weir urbanization of China Wenchuan earthquake, the deterioration of 3991 masonry structures was summarized and statistically analysed. First, the seismic damage of multistory masonry structures in this area was investigated. The primary seismic damage of components was as follows: Damage of walls, openings, joints of longitudinal and transverse walls, windows (lower) walls, and tie columns. Many masonry structures with seismic designs were basically intact. Second, according to the main factors of construction, seismic intensity code levels survey, and influence on the seismic capacity, a vulnerability matrix calculation model was proposed to establish a vulnerability prediction matrix, and a comparative analysis was made based on the empirical seismic damage investigation matrix. The vulnerability prediction matrix was established using the proposed vulnerability matrix calculation model. The fitting relationship between the vulnerability prediction matrix and the actual seismic damage investigation matrix was compared and analysed. The relationship curves of the mean damage index for macrointensity and ground motion parameters were drawn through calculation and analysis, respectively. The numerical analysis was performed based on actual ground motion observation records, and fitting models of PGA, PGV, and MSDI were proposed.

• 대한원격탐사학회지
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• 제37권3호
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• pp.649-655
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• 2021

본 연구는 경주시를 대상으로 수행한 선행연구를 바탕으로 도출된 최적의 지진 취약성 평가 모델을 타 지역에 적용하여 그 성능을 교차 검증(cross-validation)하고자 한다. 테스트 지역은 2017 포항지진(Pohang Earthquake)이 발생한 포항시이며, 선행연구와 동일한 영향인자 및 피해현황 관련 데이터셋을 구축하였다. 검증 데이터 셋은 무작위로 추출해 구축하였으며, 경주시의 랜덤 포레스트(random forest, RF) 기반의 모델에 적용하여 예측 정확도를 도출하였다. 경주시의 모델(success) 및 예측(prediction) 정확도는 100%, 94.9%이며, 포항시 검증 데이터 셋을 적용해 예측 정확도를 확인한 결과 70.4%로 나타났다.

• Earthquakes and Structures
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• 제22권6호
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• pp.609-623
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• 2022

To study the empirical seismic fragility of a reinforced concrete girder bridge, based on the theory of numerical analysis and probability modelling, a regression fragility method of a rapid fragility prediction model (Gaussian first-order regression probability model) considering empirical seismic damage is proposed. A total of 1,069 reinforced concrete girder bridges of 22 highways were used to verify the model, and the vulnerability function, plane, surface and curve model of reinforced concrete girder bridges (simple supported girder bridges and continuous girder bridges) considering the number of samples in multiple intensity regions were established. The new empirical seismic damage probability matrix and curve models of observation frequency and damage exceeding probability are developed in multiple intensity regions. A comparative vulnerability analysis between simple supported girder bridges and continuous girder bridges is provided. Depending on the theory of the regional mean seismic damage index matrix model, the empirical seismic damage prediction probability matrix is embedded in the multidimensional mean seismic damage index matrix model, and the regional rapid prediction matrix and curve of reinforced concrete girder bridges, simple supported girder bridges and continuous girder bridges in multiple intensity regions based on mean seismic damage index parameters are developed. The established multidimensional group bridge vulnerability model can be used to quantify and predict the fragility of bridges in multiple intensity regions and the fragility assessment of regional group reinforced concrete girder bridges in the future.

• 한국시뮬레이션학회논문지
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• 제31권3호
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• pp.11-21
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• 2022

국과연은 물자표적에 대한 취약성 해석 모델인 AVEAM-MT(ADD Vulnerability and Effectiveness Assessment Model for Materiel Target)를 개발하고 있다. 이 모델에는 성형작약제트와 표적 간 상호작용을 해석하기 위해 두 가지 방법이 적용되었다. 그중 한 방법은 표적 부품으로 침투를 신속하게 계산하기 위해 Fireman-Pugh 방법을 개량한 경험적 모델이다. 다른 하나는 Walker-Anderson 침투모델을 성형작약제트에 적용할 수 있도록 개량한 물리기반 모델인 ADD-TSC(ADD Tandem Shaped Charge)이다. 이 논문에서는 이 두 방법을 간략히 기술하고, 경험식 방법과 물리기반 모델의 잔류침투성능 예측 결과를 비교한다. 또한 물리기반 모델이 예측한 침투성능과 문헌에서 찾은 실험 결과를 비교한다. 비교 결과는 두 방법 모두 AVEAM-MT와 같은 짧은 시간에 상당한 양의 반복적인 피해해석 시뮬레이션 수행이 요구되는 취약성 해석 모델에 탑재되어 고속 계산 또는 상대적으로 높은 충실도 계산에 유용하게 사용될 수 있음을 보인다.

• 정보보호학회논문지
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• 제28권3호
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• pp.635-642
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• 2018

4차 산업혁명 시대에 우리는 소프트웨어 홍수 속에 살고 있다. 그러나, 소프트웨어의 증가는 필연적으로 소프트웨어 취약점 증가로 이어지고 있어 소프트웨어 취약점을 탐지 및 제거하는 작업이 중요하게 되었다. 현재까지 소프트웨어 취약 여부를 예측하는 연구가 진행되었지만, 탐지 시간이 오래 걸리거나, 예측 정확도가 높지 않았다. 따라서 본 논문에서는 기계학습 알고리즘을 이용하여 소프트웨어의 취약 여부를 효율적으로 예측하는 방법을 설명하며, 다양한 기계학습 알고리즘을 이용한 실험 결과를 비교한다. 실험 결과 k-Nearest Neighbors 예측 모델이 가장 높은 예측률을 보였다.

• 융합정보논문지
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• 제9권8호
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• pp.35-44
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• 2019

본 연구는 즉시 패치가 어려운 상용 운영체제 기반의 계측제어시스템의 취약점 평가 방안 및 시간의 경과에 따른 위험의 크기를 정량적으로 파악하는 것이다. 연구 대상은 상용 OS가 탑재된 계측제어시스템의 취약점 발견과 영향의 크기이다. 연구에서는 즉각 취약점 조치가 힘든 디지털 계측제어시스템의 취약점 분석 및 조치방법을 연구함으로써, 계측제어시스템이 존재하는 핵심기반시설의 전체적인 사이버보안 위험과 취약점을 정량적으로 파악하는 것이다. 본 연구에서 제안한 확률론적 취약점 평가 방안은 즉각적인 취약점 패치가 어려운 상용 운영체제 기반의 계측제어시스템에서 취약점 패치 우선 순위 및 패치가 불 가능시 수용 가능한 취약점의 임계값 설정, 공격 경로에 대한 파악을 가능하게 하는 모델링 방안을 제시한다.

• 대한원격탐사학회지
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• 제36권6_1호
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• pp.1367-1377
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• 2020

본 연구는 2016년 발생한 9.12 경주지진을 중심으로 경주시 건축물의 지진 취약성을 평가하고 지도를 제작하는데 목적이 있다. 지진 취약성을 평가하기위해 지질공학, 물리, 구조적 요인과 관련된 11개의 영향인자를 선정하였으며, 이는 독립변수로 적용되었다. 종속변수로는 9.12 경주지진 당시 실제 피해 입은 건축물의 위치자료가 사용되었다. 평가 모델은 기계학습 방법의 RF와 SVM을 기반으로 구축하였으며, 훈련 및 검증 데이터셋은 70:30 비율로 무작위 선별되었다. 정확도 검증은 ROC 곡선을 사용하여 최적 모델을 선별하였으며, 각 모델의 정확도는 RF(1.000), SVM(0.998), 예측 정확도는 RF(0.947), SVM(0.926) 로 나타났다. RF 모델을 기반으로 경주시 전체 건축물의 예측 값을 도출하였으며, 이를 등급화 하여 지진 취약성 지도를 작성하였다. 행정동별 건물 등급 분포를 살펴본 결과, 황남동, 월성동, 선도동, 내남면이 취약성이 높은 지역으로, 양북면, 강동면, 양남면, 감포읍이 상대적으로 안전한 지역으로 나타났다.

• Structural Engineering and Mechanics
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• 제77권4호
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• pp.441-461
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• 2021

Reinforced concrete (RC) columns are crucial in building structures and they are of higher vulnerability to terrorist threat than any other structural elements. Thus it is of great interest and necessity to achieve a comprehensive understanding of the possible responses of RC columns when exposed to high intensive blast loads. The primary objective of this study is to derive analytical formulas to assess vulnerability of RC columns using an advanced numerical modelling approach. This investigation is necessary as the effect of blast loads would be minimal to the RC structure if the explosive charge is located at the safe standoff distance from the main columns in the building and therefore minimizes the chance of disastrous collapse of the RC columns. In the current research, finite element model is developed for RC columns using LS-DYNA program that includes a comprehensive discussion of the material models, element formulation, boundary condition and loading methods. Numerical model is validated to aid in the study of RC column testing against the explosion field test results. Residual capacity of RC column is selected as damage criteria. Intensive investigations using Arbitrary Lagrangian Eulerian (ALE) methodology are then implemented to evaluate the influence of scaled distance, column dimension, concrete and steel reinforcement properties and axial load index on the vulnerability of RC columns. The generated empirical formulae can be used by the designers to predict a damage degree of new column design when consider explosive loads. With an extensive knowledge on the vulnerability assessment of RC structures under blast explosion, advancement to the convention design of structural elements can be achieved to improve the column survivability, while reducing the lethality of explosive attack and in turn providing a safer environment for the public.

• 대한조선학회논문집
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• 제49권3호
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• pp.254-263
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• 2012

The survivability of warship is assessed by susceptibility, vulnerability and recoverability. Essentially, a vulnerability assessment is a measure of the effectiveness of a warship to resist hostile weapon effects. Considering the shot line and its penetration effect on the warship, present study introduces the procedural aspects of vulnerability assessments of warship. Present study also considers the prediction of penetration damage to a target caused by the impact of projectiles. It reflects the interaction between the weapon and the target from a perspective of vulnerable area method and COVART model. The shotline and tracing calculation have been directly integrated into the vulnerability assessment method based on the penetration equation empirically obtained. A simplified geometric description of the desired target and specification of a threat type is incorporated with the penetration effect. This study describes how to expand the vulnerable area assessment method to the penetration effect. Finally, an example shows that the proposed method can provide the vulnerability parameters of the warship or its component under threat being hit through tracing the shotline path thereby enabling the vulnerability calculation. In addition, the proposed procedure enabling the calculation of the component's multi-hit vulnerability introduces a propulsion system in dealing with redundant Non-overlapping components.