• Wind and Structures
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• 제10권5호
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• pp.421-435
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• 2007

A two-dimensional flutter analysis method (2d-3DOF method) was developed to simultaneously investigate the relationship between oscillation parameters and aerodynamic derivatives of three degrees of freedom, and to clarify the coupling effects of different degrees of freedom in flutter instability. With this method, the flutter mechanism of two typical bridge deck sections, box girder section and two-isolated-girder section, were numerically investigated, and both differences and common ground in these two typical flutter phenomena are summarized. Then the flutter stabilization effect and its mechanism for long-span bridges with box girders by using central-slotting were studied by experimental investigation of aerodynamic stability and theoretical analysis of stabilizing mechanism. Possible explanation of new findings in the evaluation trend of critical wind speed through central vent width is finally presented.

• 국제초고층학회논문집
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• 제10권2호
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• pp.137-147
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• 2021

The principle of energy dissipation technology is to dissipate or absorb the seismic energy input through the deformation or velocity change of dampers installed in the main structure of high-rise buildings, so as to reduce the seismic response of the buildings. With the development of energy dissipation technology, recognized as an effective and new measurement for reducing seismic effects, its application in high-rise buildings has become more and more popular. The appropriate energy dissipation devices suitable for high-rise buildings are introduced in this paper. The effectiveness of energy-dissipation technology for reducing the seismic response of high-rise buildings with various structural forms is demonstrated with a number of actual examples of high-rise buildings equipped with various energy dissipation devices.

• 국제초고층학회논문집
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• 제11권3호
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• pp.207-219
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• 2022

During the structural design of urban over-track high-rise buildings, two problems are most likely encountered: the abrupt change of story stiffness between the podium and the upper towers, as well as the demand for train-induced vibration control. Traditional earthquake-resistant structures have to be particularly designed with transfer stories to meet the requirement of seismic control under earthquakes, and thus horizontal seismic isolation techniques are recommended to solve the transfer problem. The function of mitigating the vertical subway-induced vibration can be integrated into the isolation system including thick rubber bearings and 3D composite vibration control devices. Engineering project cases are presented in this paper for a more comprehensive understanding of the engineering practice and research frontiers of urban over-track high-rise buildings in China.

• 대한안전경영과학회지
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• 제19권4호
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• pp.141-148
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• 2017

This researcher selected basic variable to investigate the effective relations of establishment and management of resting facility on reduction of constructional disasters and safety accidents and improvement of working efficiency for construction workers. Based on the measured variables, this researcher investigated phenomenon, recognition and satisfaction for using and demanding resting facility by long-term construction in construction site for workers of huge construction site in Seoul, conducted survey of total 219 questionnaires so as to grasp implications of workers' resting facility demanded in long-term huge construction site and effects on reduction of disasters and conducted structural equation analysis. As a result, resting faciity factor, management factor, and hygienic service factor were significant and resting and food factors were not significant. Therefore, it's expected to reduce personal disaster by improving quality of constructional resting facility, hygienic service, and resting facility management and especially, resting facility management factor makes lots of effects on prevention of personal disasters, so it was a strongly main factor. By suggesting the guideline of establishment and management service of proper resting facility through this research, positive recognition and constructional disaster reduction can be expected in construction site.

• 한국학교보건학회지
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• 제29권3호
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• pp.140-148
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• 2016

Purpose: This review aims to provide an understanding of the UN recommendations regarding school disaster safety in the context of Korea's school safety system. Methods: Relevant literature and reports on the UN's school disaster safety were investigated. On basis of the analysis, this review closely examined how the UN school disaster safety had been developed and what it had proposed. Results: Major findings from this review regarding the UN school disaster safety were to: 1) utilize "all-hazards approach"; 2) focus on "community-based approach"; 3) explore "education for sustainable development"; and 4) emphasize "informal disaster safety education." Conclusion: This review on the UN school disaster safety may give a critical implication to Korea's school safety education.

• 한국재난정보학회 논문집
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• 제14권2호
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• pp.115-121
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• 2018

연구목적 : 본 연구는 자본주의 경제의 한 축을 이루고 있는 기업 재난을 관리하여 사업연속성(Business Continuity)을 확보하고 더 나아가 리질리언스(Resilence, 복원력)를 보장하기 위한 일환으로 제정된 기업재난관리표준의 법적성격을 규명하고, 기업재난관리표준의 관련 산업분야 적용 시 문제점 개선방향을 제안 목적으로 한다. 연구방법 : 연구를 위해 관련 자료를 수집하여 헌법 및 기업재해경감법 등 법령 및 학술적 체계의 논리적 규명, HLS구조 등에 대한 문헌 연구를 수행하였다. 연구결과 : 기업재해경감법상의 기업재난관리표준이 ISO 22301:2012 국제표준보다 법적인 측면에서 위계가 상위에 있다는 것을 확인하였다. 결론 : 본 연구를 통해 기업재해경감법에 따른 기업재난관리표준의 명확한 해석을 함으로써 현업적용 및 관련규정의 발전적 방향을 수립해야 한다.

• Wind and Structures
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• 제25권1호
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• pp.79-100
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• 2017

The use of wind energy resources is developing rapidly in recent decades. There is an increasing number of wind farms in high wind-velocity areas such as the Pacific Rim regions. Wind turbine towers are vulnerable to tropical cyclones and tower failures have been reported in an increasing number in these regions. Existing post-disaster failure case studies were mostly performed through forensic investigations and there are few numerical studies that address the collapse mode simulation of wind turbine towers under strong wind loads. In this paper, the wind-induced failure analysis of a conventional 65 m hub high 1.5-MW wind turbine was carried out by means of nonlinear response time-history analyses in a detailed finite element model of the structure. The wind loading was generated based on the wind field parameters adapted from the cyclone boundary layer flow. The analysis results indicate that this particular tower fails due to the formation of a full-section plastic hinge at locations that are consistent with those reported from field investigations, which suggests the validity of the proposed numerical analysis in the assessment of the performance of wind-farms under cyclonic winds. Furthermore, the numerical simulation allows to distinguish different failure stages before the dynamic collapse occurs in the proposed wind turbine tower, opening the door to future research on the control of these intermediate collapse phases.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2002년도 Proceedings of International Symposium on Remote Sensing
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• pp.507-515
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• 2002

Remote Sensing Monitoring and Loss Estimated System of Flood Disaster based on GIS is an integrated system comprised flood disaster information receiving and collection, flood disaster simulation, and flood disaster estimation. When the system receives and collects remote sensing monitoring and conventional investigation information, the distributional features of flood disaster on space and time is obtained by means of image processing and information fusion. The economic loss of flood disaster can be classified into two pus: direct economic loss and indirect economic loss. The estimation of direct economic loss applies macroscopic economic analysis methods, i.e. applying Product (Industry and Agriculture Gross Product or Gross Domestic Product - GDP) or Unit Synthetic Economic Loss Index, direct economic loss can be estimated. Estimating indirect economic loss applies reduction coefficient methods with direct economic loss. The system can real-timely ascertains flood disaster and estimates flood Loss, so that the science basis fur decision-making of flood control and relieving disaster may be provided.

• KIEAE Journal
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• 제16권6호
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• pp.77-82
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• 2016

Purpose: Almost every research carried out in our country against the natural disaster is focused on the temporary facilities such as temporary housing, emergency shelter and as a result, it is very hard to find out researches on the ordinary houses which installed integrated systems of hazard-resistant against the natural disaster. Method: To conduct this research, categorizing process for design, structural, environmental and installation elements found in the Hazard-Resistant and Reduction House built for sale in Japan was performed. Result: In this study, several design concepts and subordinate items are recommended for hazard-resistant housing. First, design concept of 'Preparedness' which means security and access to the storage storing goods especially food & beverage for the emergencies is needed. The subordinate items consist of security of stocking space, diversified and circular storage system, and safety storage system. Second, design concept of 'Security' which means security of physical safety space and rapid recovery to returning to daily life against natural disaster is needed. The subordinate items consist of many items including not only structure and facilities but also architectural design method. And finally, design concept of 'Maintenance, Support and Return' which means minimizing the physical and psychological damages and support safety and physical conditions of the victims from the impact of the disaster to returning to daily life is needed. The subordinate items consist of high efficiency insulation/airtightness design, microclimate design, combination of photovoltaic system and storage battery, non-power appliance system against the power failure, storing system for drinking water, rainwater storing and utilization system.

• 지질공학
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• 제33권4호
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• pp.555-571
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• 2023

우리나라는 연평균 강수량의 70%에 달하는 여름철 강우로 인해 산사태가 자주 발생하고 있으며, 이로 인한 피해 완화를 위해서는 정확한 예측기법이 필요하다. 본 연구에서는 화강암 풍화토를 이용하여 소형 및 실규모 실험을 통한 계측관리기준 수립 가능성을 모색하였다. 실험은 모관흡수력을 중점으로 강우 침투로 인한 지반 특성 변화와 사면붕괴 패턴을 분석하였으며, 이 결과를 기초로 불포화 무한사면 안정성 해석을 수행하였다. 안전율이 1 미만으로 떨어지는 조건에서 붕괴도달 시간을 산정한 결과, 소형 실험의 경우 약 17분 전, 실규모 실험의 경우 약 6.5시간 전으로 산사태 예측이 가능한 경향을 나타냈다. 이러한 연구 결과는 화강암 풍화토의 특성을 고려한 계측관리기준을 확립하는데 유용한 자료로 활용될 수 있다.