• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2004.11a
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• pp.296-300
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• 2004

As a building aged, overall performance considering structural safety, equipment safety and fire safety is lowering gradually. Since the building performance and the overall value of the building change as time elapse, exact safety performance of the building should be evaluated not only maintaining the building efficiently and also preventing disputes between buyer and seller of the building. We suggest major elements for assessing building's safety performance through surveying literatures, interviewing experts, reviewing existing assessment models, The assessment elements proposed here ate comprised of structural safety, equipment safety, fire safety, fire protection and fire escape, etc. This study helps to make a safety performance assessment criteria for a building.

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.6
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• pp.161-170
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• 2020

In this study, develop the seismic acceleration measurement data conversion and signal processing algorithms for improve the operational efficiency of the seismic acceleration measurement system installed for public facilities. Through the analysis of the seismic acceleration time history data, the evaluation methods and criteria and evaluating the safety of buildings were proposed. The system was applied to the test bed building to verify its operation and usability. It is expected to be used as a decision making support data and determining the direction and priority of disaster response in the event of an earthquake.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2000.06a
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• pp.186-189
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• 2000

국내의 건축물의 화재안전성 평가는 화재안전성을 고려한 공간구성, 연기의 유동, 거주자의 피난계획 및 피난성능평가, 건축물 내부에 설치된 방화설비계통의 화재안전성능평가 등을 연구하여 왔다. 그런데 이들 연구의 대부분은 건축물의 공간적 특성분석과 주거여건 등을 고려한 기초자료의 파악 및 분석 등을 국내의 여건과는 상이한 국외의 자료를 근거로 하거나 2차원적인 해석 및 평가에 그치고 있는 경향이 있다. (중략)

• Land and Housing Review
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• v.2 no.2
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• pp.195-204
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• 2011

During mechanical demolition of RC structures, weights of dismantling equipment and demolition waste of building are applied to unexpected load which did not be considered during the design of structural member. Nevertheless, the loading of dismantling equipment and dismantling process are mainly dependent on field managers' field workers' or experiences without considering safety of structural member by a structural engineer. It is urgently required that reflecting actual circumstance of mechanical demolition, safety evaluation method to evaluate the safety and the guideline for appropriate capacity of structural member to support dismantling equipment weight, be provided. Through site investigation and questionnaire on field workers, this paper proposed demolition waste load, load factor, strength reduction factor, and so on. These are essential to safe evaluation of a building, ready to demolition. Considering actual circumstance of mechanical demolition, safety evaluation method of building and design method of slab and beam was suggested to a dilapidated building. An capability to loading of dismantling equipment was proposed, applied to RC slab and RC beam. Therefore, the suggested safety evaluation method and the guideline for an capability to loading of dismantling equipment weight can reasonably evaluate the capacity of structural member in demolition and use effectively as increasing efficiency and improving safety of demolition through proper management of dismantling equipments.

• Korean Journal of Construction Engineering and Management
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• v.13 no.5
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• pp.35-44
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• 2012

In the current maintenance system of building, safety inspection and precise safety diagnosis have been applied only for Type 1 and 2 buildings. Considering the fact that middle and small-size buildings take up 99.4% of total buildings, it is necessary to implement safety diagnosis for the buildings to make long lasting buildings. This study suggested improvement methods for adjusting the existing evaluation items to middle and small-size buildings by reviewing the current diagnosis system and a survey. Based on the methods, an improved model, which modified the existing diagnosis model, was developed by applying fuzzy theory. If the improved model of this study is applied on site, the buildings except Type 1 and 2 could be maintained constantly. In the future studies, it is necessary to implement the developed model practically, to strengthen the feasibility of the model.

• Fire Science and Engineering
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• v.30 no.1
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• pp.86-95
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• 2016

Weight-bearing building materials are substantially weakened under high temperatures, and this is evident through the collapse of structures once engulfed by fire. Currently, there is no scientific or technological process of evaluating the real-time structural stability of a building whcih is engulfed by flame. There are many building design specifications which aim to reduce the risk of fire, but little consideration given to fire officer safety while operating in a dangerous building. This paper aims to provide direction within building policy in order to ensure the safe evacuation of fire-fighters in case of an impending building collapse. This paper suggests evaluation criteria for buildings which are damaged due to fire, autilizing current information on fire-resistant building design and a fire-resistant capacity.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 1997.11a
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• pp.91-96
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• 1997

건축물의 고층화와 그 구조의 다양화, 고밀도화에 따른 실내의 가연물 증가등으로 인한 화재의 잠재적인 위험성은 날로 증대되고 있으며, 건물화재를 완전히 방지하는 것은 현실적으로 거의 불가능하다고 볼 수 있다. 그러므로 건물의 잠재된 화재 위험성을 평가한다는 것은 건축물을 화재로부터 피해를 최소화하고, 화재를 미연에 예방한다는 측면에서 매우 중요한 일이다. 그러나 화재 위험성을 평가하는 방법이 표준화 되어있지 않고, 정량적 평가를 할 수 있는 방법이 매우 드문 것이 현실이다. 따라서 화재 위험성을 정량화 시켜 평가할 수 있는 평가모델을 개발하고, 이를 바탕으로 소프트웨어를 개발함으로써 체계적이고 쉽게 평가 할 수 있도록 하여 화재의 위험성을 감소시키는데 도움이 되도록 하였다. (중략)

• 방재와보험
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• s.100
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• pp.34-40
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• 2004

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2012.04a
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• pp.420-423
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• 2012

원자력 발전소는 화재 발생 시 대규모 피해를 야기하는 특수한 시설물로서 일반 건축물에 비하여 매우 엄격한 화재 안전 기준을 적용하고 있으며 일반 건축물과 차별화된 화재안전 설계 조건을 요구한다. 본 연구에서는 원자력 발전소의 화재안전성을 평가하기 위한 기초연구로써 원자력 발전소 내 주 제어실(이하 MCR)에 대해 화재시나리오 및 환기조건에 따른 화재해석모델의 계산결과를 비교분석하여 각 해석모델의 특성을 파악하고자 한다. MCR 내 화재안전성을 평가하기 위해 Field Model인 FDS 와 Zone Model인 CFAST를 이용하였으며 NUREG/RC-6850, NUREG/RC-1894에 기초하여 화재시뮬레이션을 수행하였다. 해석결과로써 연기농도, 가시거리, 연층높이 등의 데이터를 분석하여 MCR내의 거주가능 시간을 평가하였으며 이를 통해 원자력 시설물의 안전성 확보를 위한 정량적인 자료를 제공하고자 한다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.18 no.1
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• pp.61-69
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• 2005

As long-span and light-weight deck floor slab are flexible and have low inherent damping, the significant floor vibration could be induced by residents' activities. These floor vibrations affect to safety and serviceability of building structures. So the vibration criteria are applied to the quality assessment of building structure. Therefore, the accurate vibration analysis should be performed for the correct assessment of deck floor slab. In this paper, practical analysis method with considering orthotropic rigidity of deck floor is proposed tot the accurate vibration analysis of dock floor slabs with form deck plates.