• 대한원격탐사학회:학술대회논문집
• /
• 대한원격탐사학회 2007년도 Proceedings of ISRS 2007
• /
• pp.533-536
• /
• 2007

The LiDAR data structure has the potential for modeling in three dimensions because the LiDAR data can represent voxels with z value under certain defined conditions. Therefore, it is possible to classify the physical damaged degree of vegetation by forest fire as using the LiDAR data because the physical loss of canopy height and width by forest fire can be relative to an amount of points reached to the ground through the canopy of damaged forest. On the other hand, biological damage of vegetation by forest fire can be explained using the NDVI (Normalized Difference Vegetation Index) which show vegetation vitality. In this study, we graded the damaged degree of vegetation by forest fire in Yangyang-Gun of South Korea using the LiDAR data for physical grading and digital aerial photograph including Red, Green, Blue and Near Infra-Red bands for biological grading. The LiDAR data was classified into 2 classes, of which one was Serious Physical Damaged (SPD) and the other was Light Physical Damaged (LPD) area. The NDVI was also classified into 2 classes which are Serious Biological Damaged (SBD) and Light Biological Damaged (LBD) area respectively. With each 2 classes ofthe LiDAR data and NDVI, the damaged area by forest fire was graded into 4 degrees like damaged class 1,2,3 and 4 grade. As a result of this study, 1 graded area was the broadest and next was the 3 grade. With this result, we could know that the burned area by forest fire in Yangyang-Gun was damaged rather biologically because the NDVI in 1 and 3 grade appeared low value whereas the LiDAR data in 1 and 3 grade included light physical damage like the LPD.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
• /
• pp.514-519
• /
• 2004

The paper discusses the general behavior of fire-damaged slender reinforced concrete columns on the basis of results obtained from parametric studies. Effects of slenderness ratio, concrete strength, cover thickness, reinforcement ratios, exposed time to fire, and eccentricity on the ultimate capacity of fire-damaged column are theoretically observed. With the increase of slenderness ratio, similar tendency of relative strength reduction was observed between fire-damaged columns and columns at room temperature.

• 한국안전학회지
• /
• 제12권2호
• /
• pp.140-145
• /
• 1997

The main purpose of this study is to establish the reliable method for evaluating fire damage of reinforced concrete building, by using the rational procedure, and to develope the rehabilitation methods of fire damaged concrete structures. Especially, this proposed evaluation method is applied to the fire damaged concrete buildings of domestic, and the rehabilitation methods on the basis of these applied results are proposed and those example are shown. The proposed rational evaluation method for fire damaged concrete building proceeds is estimating the reduction of the mechanical properties of concrete of fire damaged structural members in comparison with the experimental results which are obtained from the compression tests of heated concrete specimens under various temperatures.

• 한국안전학회지
• /
• 제37권4호
• /
• pp.101-112
• /
• 2022

Expanding urbanization practices result in high numbers of buildings being developed in city centers. This high building concentration leads to an increased fire risk, resulting in higher casualty rates and increased economic damages compared to fires in the past. The purpose of this study was to analyze the structural behavior of fire-damaged reinforced concrete buildings using analytical methods and to suggest methods of improving fire resistance in the event of a fire. Damage levels were measured using commercial software to apply the finite element method, ABAQUS, and MIDAS GEN to the dataset. Load-deflection curves were calculated using the effective area and moment of inertia of the fire-damaged columns provided by ABAQUS. The results of this analysis indicate that fire-damaged beams with experience greater deflection from indoor fires than they will from outdoor fires. Fires that occurred on the middle floors were more dangerous than those occurring on higher floors, and eccentrically loaded columns experienced more damage than axially loaded columns. The results indicate that these methods accurately predict structural behaviors of fire damaged concrete columns by considering fire exposure area and eccentric loading.

• 대한건축학회논문집:구조계
• /
• 제36권5호
• /
• pp.147-154
• /
• 2020

Currently, there are no specific repair methods for RC structures damaged by fire, and repair methods are applied when durability deteriorates due to aging. In addition, a number of recent studies have been reported that have conducted fire resistance assessment of the repair materials themselves, assuming exposure to high-temperature environments such as fires. However, researches that evaluate the fire resistance performance of the repair materials by applying existing repair materials to the actual fire damaged reinforced concrete structures are very rare. Therefore, in this study, a number of existing repair materials were applied to fire-damaged concrete column to compare and evaluate the fire resistance performance with the original cover concrete.

• 대한공간정보학회지
• /
• 제18권4호
• /
• pp.41-50
• /
• 2010

우리나라는 국토에서 산림이 차지하는 비율이 매우 높기 때문에 산불은 방재에 있어서 중요한 요소로 취급된다. 산불 피해 면적 산정은 향후 복원계획을 수립함에 있어서 예산 수립이나 물량 산출에 기초가 되는 중요한 자료이므로 정확하게 산정되어야 한다. 우리나라에서는 산불이 발생되면 GPS를 이용하여 피해 면적을 조사하고 있다. 그러나 실제 산불 피해 면적을 산정하는 데 있어서는 여러 가지 문제로 인하여 신속하고 정확한 산정이 잘 이루어지지 않고 있다. 우리나라의 산불 담당 기관인 산림청은 전국을 대상으로 하여 충분한 수의 산림 헬리콥터를 운용하고 있다. 따라서 산불 피해가 발생한 후에 산림 헬리콥터를 이용하여 피해지역을 디지털 카메라로 사진 촬영하는 것이 가능할 것이다. 본 연구에서는, 공중에서 디지털 카메라로 스냅 촬영한 산불 피해 지역 사진을 이용하여 그 피해 조사를 수행할 수 있도록, 여러 가지 처리 방법을 비교 고찰함으로써 적합한 방안을 정립하였다. 본 연구의 결과는 향후에 디지털 사진을 이용한 산불 피해 조사 시스템 개발에 유용하게 활용될 수 있을 것이다.

• 한국BIM학회 논문집
• /
• 제9권1호
• /
• pp.11-21
• /
• 2019

Recently, there is an increase in fire incidents in building structures. Due to this, the importance of fire-damaged buildings' safety diagnosis and evaluation after fire is growing. However, the existing fire-damaged safety diagnosis and evaluation methods are personnel-oriented, so the diagnostic results are intervened by investigators' subjectivity and unquantified. Thus, improper repair and reinforcement can result in secondary damage accidents and economic losses. In order to overcome these limitations, this study proposes using 3D laser scanning technology. The case analysis of fire-damaged building structures was conducted to verify the effectiveness of accuracy and manpowering by comparing the existing method and the proposed method. The proposed method using 3D laser scanning technology to obtain point cloud data of fire-damaged field. The point cloud data and BIM model is combined to inspect the fire-damaged area and depth. From inspection, quantified repair and reinforcement quantity take-off can be acquired. Also, the proposed method saves half of the manpowering within same time period compared to the existing method. Therefore, it seems that using 3D laser scanning technology in fire-damaged safety diagnosis and evaluation will improve in accuracy and saving time and manpowering.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
• /
• pp.371-374
• /
• 2003

The degree of changes in mechanical properties of fire-damaged reinforced concrete column depends mostly on sectional geometry, duration exposed to fire, and moisture containment. In order to reasonably assess the deterioration of structural capacity of fire-damaged reinforced concrete column, it is necessary to develop a theoretical model predicting column behavior based on nonlinear heat transfer equation in addition to the traditional mechanics. This research focuses on the development of theoretical model to predict moment-curvature relations of fire-damaged reinforced column. The model is used for the assessment of structural capacity of fire-damaged column in terms of moment-curvature relations and PM interaction curves.

• 한국화재소방학회:학술대회논문집
• /
• 한국화재소방학회 1996년도 학술발표회
• /
• pp.19-23
• /
• 1996

This paper, as a part of reviewing the adequacy of reflecting the fire protection systems in calculating fire insurance premium, deals with the relations between the probability of fire accidents and the capability of fire protection systems in buildings

• 한국구조물진단유지관리공학회 논문집
• /
• 제17권5호
• /
• pp.105-112
• /
• 2013

이 연구에서는 화해된 콘크리트의 잔존 강도 평가에 있어서 충격-반향 기법의 적용성을 알아보고자 하였다. 화해를 모사하기 위해 콘크리트 실험체에 대한 표준 화재 온도 가열 시험을 실시하고, 화해된 콘크리트 실험체에 대해 충격-반향 응답 실험 및 압축 강도 실험을 실시하였다. 화해된 콘크리트의 충격-반향 응답 특성과 압축 강도의 잔존 특성을 분석하였으며, 또한 충격-반향 응답으로부터 구한 초음파 속도와 잔존 압축 강도와의 상관관계를 분석하였다. 연구 결과 화해된 콘크리트의 초음파 속도를 충격-반향 기법으로 신뢰성 있게 계측할 수 있으며, 또한 잔존 강도 평가에 충격-반향 기법을 유효하게 적용 가능하다는 것을 알 수 있었다.