• 정보처리학회논문지:소프트웨어 및 데이터공학
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• 제7권6호
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• pp.229-238
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• 2018

재난사건의 신속한 대응은 다양한 분야의 재난안전 유관기관들이 유기적으로 관계함으로써 가능하며, 이 때 사용되는 재난용어의 표준화는 필수적이다. 따라서 재난안전 분야의 전문 용어사전 구축은 각 유관기관 간의 의사소통 및 국민에게 명확한 정보 전달을 위해 수반되는 핵심 요소이다. 더불어 효율적인 용어사전 구축을 위해서는 구축 대상 용어의 우선순위 선정이 필요하다. 본 연구에서는 구체적인 용어사전 구축방향의 설정을 위하여 용어 사용 주체로 대표되는 미디어를 각각 용어사전, 뉴스미디어, 소셜미디어로 선정하고 어휘의 사용 양상을 비교하였다. 이를 위해 각 미디어에서 수집된 어휘 자원을 바탕으로 미디어별 동시 출현 양상 및 빈도 가중치 분석을 통하여 어휘의 분포를 시각화하였다. 분석 결과를 통해 어휘의 사용 양상에 따라 용어사전의 구축대상이 될 수 있는 어휘의 유형을 4가지로 분류하고, 구축대상 기준별 용어사전 구축의 우선순위 방향성을 제안하였다.

• 한국방재안전학회논문집
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• 제16권4호
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• pp.85-99
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• 2023

현대사회가 고도화되고, 후쿠시마 원전사고 역시 자연재난의 연쇄적인 영향으로 인해 발생함에 따라 복합재난을 고려한 방재계획의 중요성이 나날이 커지고 있다. 그러나 현재 국내의 방사능방재 분야에서 복합재난을 고려한 구체적인 방재계획은 제시되지 않고 있다. 따라서, 본 연구에서는 복합재난의 유형을 분석하여 국내 환경에서 비교적 발생 가능성이 높은 유형을 선정하고, 자연재난 유형별 피해확산이 방사능방재에 미치는 영향을 분석하고자 한다. 복합재난을 고려한 방사능방재 시나리오를 통해 방재계획 수립에 필요한 기준들을 제시하였고, 이러한 기준은 최악의 상황 대비에 활용한다. 이는 실효적인 주민보호조치를 결정하고 이행하는 데에 도움을 줄 수 있을 것으로 판단된다.

• Structural Engineering and Mechanics
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• 제59권3호
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• pp.387-401
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• 2016

This paper takes a half-through steel truss arch bridge as an example. A seismic analysis is conducted with nonlinear finite element method. Contrast models are established to discuss the effect of simplified method for main girder on the accuracy of the result. The influence of seismic wave direction and wave-passage on seismic behaviors are analysed as well as the superstructure and arch ring interaction which is mostly related with the supported bearings and wind resistant springs. In the end, the application of cable-sliding aseismic devices is discussed to put forward a layout principle. The main conclusions include: (1) The seismic response isn't too distinctive with the simplified method of main girder. Generally speaking, the grillage method is recommended. (2) Under seismic input from different directions, arch foot is usually the mostly dangerous section. (3) Vertical wave input and horizontal wave-passage greatly influence the seismic responses of arch ring, significantly increasing that of midspan. (4) The superstructure interaction has an obvious impact on the seismic performance. Half-through arch bridges with long spandrel columns fixed has a less response than those with short ones fixed. And a large stiffness of wind resistant spring makes the the seismic responses of arch ring larger. (5) A good isolation effectiveness for half-through arch bridge can be achieved by a reasonable arrangement of CSFABs.

• Structural Engineering and Mechanics
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• 제81권6호
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• pp.691-703
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• 2022

To obtain the seismic response of lead-cored rubber, shape memory alloy (SMA)-rubber isolation Plate-shell Integrated Concrete Liquid-Storage Structure (PSICLSS), based on a PSICLSS in a water treatment plant, built a scale experimental model, and a shaking table test was conducted. Discussed the seismic responses of rubber isolation, SMA-rubber isolation PSICLSS. Combined with numerical model analysis, the vibration characteristics of rubber isolation PSICLSS are studied. The results showed that the acceleration, liquid sloshing height, hydrodynamic pressure of rubber and SMA-rubber isolation PSICLSS are amplified when the frequency of seismic excitation is close to the main frequency of the isolation PSICLSS. The earthquake causes a significant leakage of liquid, at the same time, the external liquid sloshing height is significantly higher than internal liquid sloshing height. Numerical analysis showed that the low-frequency acceleration excitation causes a more significant dynamic response of PSICLSS. The sinusoidal excitation with first-order sloshing frequency of internal liquid causes a more significant sloshing height of the internal liquid, but has little effect on the structural principal stresses. The sinusoidal excitation with first-order sloshing frequency of external liquid causes the most enormous structural principal stress, and a more significant external liquid sloshing height. In particular, the principal stress of PSICLSSS with long isolation period will be significantly enlarged. Therefore, the stiffness of the isolation layer should be properly adjusted in the design of rubber and SMA-rubber isolation PSICLSS.

• 한국환경과학회지
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• 제27권11호
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• pp.957-966
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• 2018

This study intend to induce citizen's voluntary preliminary disaster prevention activity to reduce damage of typhoon that occurs every year. For this purpose, a survey was conducted to develop Typhoon information contents. The number of samples used in the survey was set to 500 people, and citizens living in Jeju, Busan, and Jeonlanam-do were surveyed for areas with high typhoon disasters in order to develop practical and efficient information. The survey consisted of perception about natural disaster, how to get and use weather information, satisfaction with typhoon information and requirements. The general public perceived the typhoon as the first natural disaster. As a result of responding to the method of obtaining and utilizing weather information, the frequency of collecting weather information at the time of issuance of typhoon special report is higher than usual. The purpose of using weather information is clear and the response rate is high for the purpose of disaster prevention. The medium mainly collecting weather information is Internet portal site and mobile phone besides television. The current satisfaction with typhoon weather information is 34.8%, in addition to the accuracy of prediction, it is necessary to improve the information (that is content) provided. Specific responses to the content were investigated not only for single meteorological factors, but also for possible damage and potential countermeasures in the event of a disaster such as a typhoon. As can be seen from the above results, people are requested to provide information that can be used to detect and cope with disasters. The development of new content using easy accessible media will contribute to the reduction of damages caused by the typhoon that will occur in the future, and also to the disaster prevention activity.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2009년도 정기 학술발표대회
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• pp.36-42
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• 2009

A series of heavy rainfall, typhoon and earthquake disasters caused a proportionately large number of deaths among the elderly in the year 2004 in Japan. In response to these tragedies, the national government set up committees to reduce damage within the disaster vulnerable population for the next three years. The discussions in the committee led to a new conceptualization that disaster vulnerability was caused by a lack of interaction between a person's special needs and the environment's capacity and resources to meet them. This person-in-environment model of hazard vulnerability was applied to those who resided in the Nankai-Tonankai tsunami hazard-prone area. 123 home care service users were interviewed in terms of their self-evacuation ability, degree of social isolation, and building weakness as well as tsunami exposure risks. Results were quantified and scores of person-in-environmentmodel hazard vulnerability were obtained. These scores were then used to visualize socially created vulnerability by means of weighted kernel density mapping of both persons with special needs (PSN's) and persons with special needs at times of disaster (PSND's).

• 한국정보통신학회논문지
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• 제19권8호
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• pp.1908-1916
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• 2015

각종 재난에 대해 인간의 경험에만 맡기는 합리성은 재난 발생 시 커다란 손실을 가져온다. 이에 따라 다양하고 복잡한 재난 안전에 대한 국가적 위기 상황을 대비하기 위해서 스마트한 UT를 활용한 범부처 협업 기반의 국가재난 관리체계로 전환이 필요하다. 따라서 본 논문에서 재난안전에 대한 우리의 요구를 위해 현재의 재난대응 시스템 문제점을 분석하여 그 해결방안을 찾아낸다. 그리고 기술적으로 효율적인 UT 활용을 위해 서비스 구도를 제시하고, u-Gov 역할 고찰을 통해서 불가측한 재난대응을 위한 정책적 함의를 제언하였다.

• 한국지리정보학회지
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• 제7권4호
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• pp.109-118
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• 2004

지금까지 우리가 경험한 재난사례들을 살펴보면 사전예방과 관리보다는 상황이 발생하고 난 이후에 일어나는 현장처리에 주력하고 있는 실정이다. 또한 재난이 발생한 후에도 그에 관한 정보를 체계적으로 수집 분석하여 사전예방에 활용하지 못함에 따라 동일한 형태의 재난이 반복되는 상황을 경험해 왔다. 이와 같은 문제에 보다 적극적으로 대처하기 위해서 재난에 관한 정보를 체계적으로 수집 분석하고, 이를 활용할 수 있는 재난관리정보시스템이 요구되고 있다. 이러한 배경하에서 본 연구는 GIS를 이용한 도시방재시스템의 구축방안을 모색하는데 목적이 있다. 보다 구체적이고 실효성 있는 연구결과를 도출하기 위하여 대구광역시에서 구축한 소방지리정보시스템을 중심으로 소방지리정보시스템의 구축효과 및 개선방안을 고찰하였다.

• Geomechanics and Engineering
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• 제31권3호
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• pp.319-328
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• 2022

Ensuring the integrity of a country's infrastructure is necessary to protect surrounding communities in case of disaster. Embankment dam systems across the US are an essential component of infrastructure, referred to as lifeline structures. Embankment dams are crucial to the survival of life and if these structures were to fail, it is imperative that states be prepared. Southern California is particularly concerned with the stability of embankment dams due to the frequent seismic activity that occurs in the state. The purpose of this study was to create a numerical model of an existing embankment dam simulated under seismic loads using previously recorded data. The embankment dam that was studied in Los Angeles, California was outfitted with accelerometers provided by the California Strong Motion Instrumentation Program that have recorded strong motion data for decades and was processed by the Center for Engineering Strong Motion Data to be used in future engineering applications. The accelerometer data was then used to verify the numerical model that was created using finite element modeling software RS2. The results from this study showed Puddingstone Dam's simulated response was consistent with that experienced during previous earthquakes and therefore validated the predicted behavior from the numerical model. The study also identified areas of weakness and instability on the dam that posed the greatest risk for its failure. Following this study, the numerical model can now be used to predict the dam's response to future earthquakes, develop plans for its remediation, and for emergency response in case of disaster.

• 한국재난정보학회 논문집
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• 제2권1호
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• pp.39-52
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• 2006

In this paper, an analytical and experimental study was performed in order to determine the effects of interaction between vehicle and structure. Results presented in the paper show that analytical method including moving load effect can investigate the trend of structural response due to dynamic interaction between vehicle and structure. The wheel tracking machine fitted with 2-axle test vehicle can demonstrate more accurate dynamic interaction between vehicle and structure than the wheel tracking machine fitted without 2-axle test vehicle.