• 디지털산업정보학회논문지
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• 제11권4호
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• pp.81-87
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• 2015

Recently, with the development of the ICT environment, the use of the software is growing rapidly. And the number of the web server software used with a variety of users is also growing. However, There are also various damage cases increased due to a software security vulnerability as software usage is increasing. Especially web shell hacking which abuses software vulnerabilities accounts for a very high percentage. These web server environment damage can induce primary damage such like homepage modification for malware spreading and secondary damage such like privacy. Source code weaknesses checking system is needed during software development stage and operation stage in real-time to prevent software vulnerabilities. Also the system which can detect and determine web shell from checked code in real time is needed. Therefore, in this paper, we propose the system improving security for web server by detecting web shell attacks which are invisible to existing detection method such as Firewall, IDS/IPS, Web Firewall, Anti-Virus, etc. while satisfying existing secure coding guidelines from development stage to operation stage.

• 한국재난정보학회 논문집
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• 제11권3호
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• pp.406-412
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• 2015

최근 들어 빈번히 일어나는 지진은 교량에 심각한 손상을 줄 수 있기 때문에, 신설되는 교량에는 내진설계를 고려하고 기존의 노후 교량에는 손상도 평가의 필요성이 대두된다. 본 논문은 지진에 의한 구조물의 손상 정도를 분석하기 위한 손상도 곡선을 작성하는 데 있어서 기존 연구에 적용된 미국형 인공지진을 우리나라 설계기준에 부합하는 한국형 인공지진으로 교체하는 과정을 연구한 것으로써, 지진의 지반특성인 최대지반가속도(PGA)에 대해 면진받침이 없는 경우와 있는 경우에 대한 손상도 곡선을 작성하며 그에 적합한 인공지진의 생성방법을 도출하였다.

• 한국산업정보학회논문지
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• 제27권6호
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• pp.77-93
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• 2022

본 연구에서 대설의 직접, 간접적인 피해에 영향받는 요소들에 대해 지역적 특성을 반영해 위험도를 분석하는 알고리즘을 제시한다. 229개의 지역별로 대설피해의 영향을 받는 요소들을 영향변수로 선정하고 피해액과의 관계를 통해 민감도라는 개념을 도출한다. 기상 상태(적설량, 습도, 기온)와 민감도를 독립 변수로 설정하고 독립 변수의 변화에 따라 도출된 위험도를 종속변수로 설정해 머신러닝(XGBoost) 알고리즘을 이용한 대설피해 위험도 예측 모델을 개발했다.

• 한국위험물학회지
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• 제3권1호
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• pp.28-36
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• 2015

In early 2011, the Fukushima nuclear power plant had greater damage due to earthquake in Japan, and the awareness of safety has increased. In particular, special response systems should be required to handle disaster situations in plant sites which are likely to occur for large disasters. In this study, a program is designed to set up optimum escape routes, by a smart phone application, when a disaster situation occurs. This program could get information of the cumulative damage from sensors and display the escape route of the smallest damage in real-time on the screen. Utilizing our application in real-time evacuation has advantage in reducing cumulative damage. The optimal evacuation route, focusing on horizontal path, is calculated based on getting the data of fire, detected radioactivity and hazardous gas. Thus, using our application provides information of optimal evacuation to people who even can not hear sensor alarms or do not know geography, without requiring additional costs except fixed sensors or server network deployment cost. As a result, being informed of real-time escape route, the user could behave rapidly with suitable response to individual situation resulting in improved evacuation than simply reacting to existing warning alarms.

• Journal of Forest and Environmental Science
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• 제39권4호
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• pp.213-224
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• 2023

As abnormal weather events due to climate change continue to rise, landslide damage is also increasing. Given the substantial time and financial resources required for post-landslide recovery, it becomes imperative to formulate a proactive response plan. In this regard, landslide susceptibility analysis has emerged as a valuable tool for establishing preemptive measures against landslides. Accordingly, this study conducted an annual landslide susceptibility analysis using the history of landslides that occurred over many years in the Jeolla region, and analyzed areas with a high potential for landslides in the Jeolla region. The analysis employed an ensemble model that amalgamated 10 data-based models, aiming to mitigate uncertainties associated with a single-model approach. Furthermore, based on the cumulative data regarding landslide susceptible areas, this research identified regions vulnerable to recurring landslide damage in Jeolla region and proposed specific strategies for utilizing this information at various levels, including local government initiatives, adaptation plan development, and development approval processes. In particular, this study outlined approaches for local government utilization, the determination of adaptation plan types, and considerations for development permits. It is anticipated that this research will serve as a valuable opportunity to underscore the significance of information concerning regions vulnerable to recurring landslide damage.

• 한국방재학회 논문집
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• 제7권1호통권24호
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• pp.21-28
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• 2007

최근 기후변화로 빈번히 발생하고 있는 자연재해의 피해를 정확히 예상할 수는 없으나, 중대한 현상이 예상될 때 그에 맞는 적절한 예방활동을 통하여 피해를 최소화할 수 있다. 하지만 우리나라는 2000년 들어 기상재해에 의한 피해가 수조원에 달하는 만큼 자연재해에 의한 피해를 많이 입고 있는 실정이다. 따라서 본 논문에서는 2005년 9월 $5{\sim}7$일 동안 한반도에 영향을 끼친 태풍 Nabi와 1998년 일본 4개 현(懸)에 큰 피해를 입힌 호우에 관하여, 기상청과 방송, 신문의 기상정보 발표 현황과 보도내용, 기상정보 전달체계, 사후 평가에 대하여 분석함으로써 방재기상정보의 활용 효과를 높이기 위한 기초 자료를 제시하고자 하였다. 중대한 현상이 예상될 때는, 기상정보에 대한 국민들의 이해도를 높이고 사태의 심각성을 알리기 위해 기상청에서 보다 많은 보도자료를 발표해야 하며, 좀 더 정확한 피해 규모를 제시하기 위해서 국내 현황에 맞는 재해피해 예측 모델 개발이 필요하다. 방송사와 신문사는 공공기관의 재해대응, 현상의 자세한 정보와 예측, 방재상 주의점, 피해내역 및 복구 등 시민들이 알고자 하는 내용을 재해대응 단계에 맞게 적극적으로 보도할 필요가 있다. 또한 재해종료 후에 기상청과 소방방재청, 방송사 등은 방재관련 유관기관과 주민들을 상대로 반드시 사후검토를 실시하여 제공하고 있는 방재기상정보의 문제점을 파악하고 효과적으로 개선하여야 한다.

• 한국공간정보시스템학회 논문지
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• 제10권4호
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• pp.103-107
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• 2008

본 연구에서는 태풍, 호우 등의 자연재해에 따른 공공시설물의 피해를 조사하여 광역적 무선통신을 통해 웹GIS의 지도상에 실시간으로 표출함으로써 보다 신속하고 효율적인 피해정보의 제공방안을 연구하였다. 연구 대상지역은 여름철 대형 태풍과 집중호우로 인한 피해가 반복되는 부산시 강서구지역 약 $180km^2$를 선정하였으며, 관련 데이터베이스는 GIS 데이터베이스와 재해 데이터베이스로 나뉘어 구축하였다. GIS 데이터베이스는 1:5,000 및 1:1,000 수치지도를 기반으로 행정경계 등 7개의 주제도로 구축하였고, IKONOS위성의 1m급 고해상도 위성영상을 이용하여 실제 피해현장과 주변 환경에 관한 정보들을 제공할 수 있도록 하였다. 웹GIS 시스템은 피해현황을 GIS 데이터와 함께 실시간으로 제공함으로써 신속한 현장파악, 대응책 마련과 복구계획 수립 등을 위한 의사결정에 기여가 매우 높을 것으로 예상된다. 나아가 소방방재청에서 구축하고 있는 NDMS(National Disaster Management System, 국가재난관리시스템)와 연계를 통하여 여러 국가기관에서 얻어지는 다양한 피해정보의 제공 또한 가능할 것으로 사료된다.

• Smart Structures and Systems
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• 제21권6호
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• pp.741-749
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• 2018

Structural health monitoring (SHM) systems are necessary to achieve smart predictive maintenance and repair planning as well as they lead to a safe operation of mechanical structures. In the context of vibration-based SHM the measured structural responses are employed to draw conclusions about the structural integrity. This usually leads to a mathematically illposed inverse problem which needs regularization. The restriction of the solution set of this inverse problem by using prior information about the damage properties is advisable to obtain meaningful solutions. Compared to the undamaged state typically only a few local stiffness changes occur while the other areas remain unchanged. This change can be described by a sparse damage parameter vector. Such a sparse vector can be identified by employing $L_1$-regularization techniques. This paper presents a novel framework for damage parameter identification by combining sparse solution techniques with an Extended Kalman Filter. In order to ensure sparsity of the damage parameter vector the measurement equation is expanded by an additional nonlinear $L_1$-minimizing observation. This fictive measurement equation accomplishes stability of the Extended Kalman Filter and leads to a sparse estimation. For verification, a proof-of-concept example on a quadratic aluminum plate is presented.

• Advances in aircraft and spacecraft science
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• 제4권6호
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• pp.613-637
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• 2017

The development systems for the Structural Health Monitoring has attracted considerable interest from several engineering fields during the last decades and more specifically in the aerospace one. In fact, the introduction of those systems could allow the transition of the maintenance strategy from a scheduled basis to a condition-based approach providing cost benefits for the companies. The research presented in this paper consists of a definition and next comparison of four methods applied to numerical measurements for the extraction of damage features. The first method is based on the determination of the Structural Intensity field at the on-resonance condition in order to acquire information about the dissipation of vibrational energy throughout the structure. The Damage Quantification Indicator and the Average Integrated Global Amplitude Criterion methods need the evaluation of the Frequency Response Function for a healthy plate and a damaged one. The main difference between these two parameters is their mathematical definition and therefore the accuracy of the scalar values provided as output. The fourth and last method is based on the Mode-shape Curvature, a FRF-based technique which requires the application of particular finite-difference schemes for the derivation of the curvature of the plate. All the methods have been assessed for several damage conditions (the shape, the extension and the intensity of the damage) on two test plates: an isotropic (steel) plate and a 4-plies composite plate.

• 한국농공학회논문집
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• 제62권3호
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• pp.95-107
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• 2020

The failures of the agricultural reservoirs that most have more than 50 years, have increased due to the abnormal weather and localized heavy rains. There are many studies on the prediction of damage from reservoir collapse, however, these referenced studies focused on evaluating reservoir collapse as single unit and applyed to one and two dimensional hydrodynamic model to identify the fluid flow. This study is to estimate failure probability of spillway, sliding, bearing capacity and overflowing targeting small and medium scale agricultural reservoirs. In addition, we calculate failure probability by complex mode. Moreover, we predict downstream flood damage by reservoir failure applying three dimensional hydrodynamic model. When the reservoir destroyed, the results are as follows; (1) the flow of fluid proceeds to same stream direction and to a lower slope by potential and kinetic energy; (2) The predicted damage in downstream is evaluated that damage due to building destruction is the highest.