• 한국터널지하공간학회 논문집
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• 제15권1호
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• pp.25-31
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• 2013

본 논문은 지하철 터널 유지관리 계측센서의 총 손망실율을 산정하기 위해 국내와 국외의 지하철 터널구조물에 설치되어 운영 중에 있는 유지관리 계측센서의 손망실 현황을 조사하고 분석을 실시하였다. 지하철 터널 유지관리 계측센서 설치 후 5~6년 경과된 시점을 기준하여 총 손망실율은 서울지하철5,6,7호선에서 14.2%, 서울지하철9호선1단계구간에서 14.8%, 영국의 Channel tunnel에서 13.9%로 모두 15%에 근접하게 나타났다. 따라서 지하철 터널 유지관리 계측센서의 총 손망실율은 잠정적으로 15%로 설정하여 설계에 반영하는 것이 타당한 것으로 판단되며, 향후 장기간의 경과년수에 따른 계측항목별 손망실율 연구가 필요할 것으로 판단된다.

• Earthquakes and Structures
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• 제10권2호
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• pp.429-450
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• 2016

An attempt has been made to incorporate the concept of collapse safety margin into the procedures proposed in the performance-based earthquake engineering (PBEE) framework for direct earthquake loss estimation, in which the collapse probability curve obtained from incremental dynamic analysis (IDA) is mathematically characterized with the S-type fitting model. The regressive collapse probability curve is then used to identify non-collapse cases and collapse cases. With the assumed lognormal probability distribution for non-collapse damage indexes, the expected direct earthquake loss ratio is calculated from the weighted average over several damage states for non-collapse cases. Collapse safety margin is shown to be strongly related with sustained damage endurance of structures. Such endurance exhibits a strong link with expected direct earthquake loss. The results from the case study on three concrete frames indicate that increase in cross section cannot always achieve a more desirable output of collapse safety margin and less direct earthquake loss. It is a more effective way to acquire wider collapse safety margin and less direct earthquake loss through proper enhancement of reinforcement in structural components. Interestingly, total expected direct earthquake loss ratio seems to be insensitive a change in cross section. It has demonstrated a consistent correlation with collapse safety margin. The results also indicates that, if direct economic loss is seriously concerned, it is of much significance to reduce the probability of occurrence of moderate and even severe damage, as well as the probability of structural collapse.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 봄 학술논문 발표대회
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• pp.208-209
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• 2022

This study aims to analyze the risk factors caused by object damage and third-party damage loss in actual bridge construction based on past insurance premium payment data from major domestic insurers for bridge construction projects, and develop a quantitative loss prediction model. For the development of quantitative bridge construction loss model, the dependent variable was selected as the loss ratio, and the independent variable adopted 1) Technical factors: superstructure type, foundation type, construction method, and bridge length 2) Natural hazards: flood anf Typhoon, 3) Project information: total construction duration, total cost and ranking. Among the selected independent variables, superstructure type, construction method, and project period were shown to affect the ratio of bridge construction losses, while superstructure, foundation, flood and ranking were shown to affect the ratio of the third-party losses.

• 한국지진공학회논문집
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• 제20권6호
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• pp.391-400
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• 2016

For earthquake loss estimation of building structures in Gangnam-Gu district in Seoul, three scenario earthquakes were selected by comparison of the response spectra of these scenario earthquakes with the design spectrum in Korean Building Code (KBC 2009), and then direct losses of the building structures in the Gangnam-Gu district under each scenario earthquake are estimated. The following conclusions are drawn from the results of damage and loss in the second scenario earthquake, which has a magnitude = 6.5 and epicentral distance =15 km: (1) The ratio of building stocks undergoing the extensive and complete damage level is 40.0% of the total. (2) The amount of direct economic losses appears approximately 19 trillion won, which is 1.2% of the national GDP of Korea. (3) About 25% of high-rise (over 10-story) RC building wall structures, were inflicted with the damage exceeding moderate level, when compared to 60% of low-rise building structures. (4) From the economical view point, the main loss, approximately 50%, was caused by the damage in the high-rise RC wall building structures.

• 한국환경복원기술학회지
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• 제23권6호
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• pp.15-28
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• 2020

Urbanization and industrialization have caused increasing damage to national lands, and ecological restoration has proceeded without any specific assessment of this damage. The purpose of this study is to select indices to assess damaged areas through literature review and panel discussions, and to derive the importance of damaged area assessment indices by analyzing them through the Analytic Hierarchy Process (AHP). This study has derived, via literature review, six types of damage and a total of 18 related assessment indices. A total of 51 responses were collected from surveys and given to experts, and an AHP analysis conducted. As a result of the analysis, "Landform change (0.268)" was of the highest importance, with associated damage types as follows: "Soil contamination (0.193)", "Vegetation damaged (0.149)", "Surface soil loss (0.143)", "Change in soil physiochemical property (0.125)", and "Vegetation decline (0.122)". The analysis determined that the item of the highest importance in the overall assessment of damage was "Slope occurred area (0.100)", and that "Conductivity (0.022)" was of the lowest importance. This study can be presented as a criterion in determining the type and degree of damage in setting priorities for future ecological restoration projects.

• 한국건축시공학회지
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• 제20권1호
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• pp.83-91
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• 2020

최근의 교량 건설 프로젝트는 교량 건설의 증가추세에 따라 위험 손실에 대비하기 위해 보다 정교한 리스크 관리 조치와 손실 예측을 요구하고 있다. 본 연구는 교량 건설 사업에 대한 국내 주요 보험사의 과거 보험료 지급 실적을 토대로 실제 교량 건설에서 목적물의 손실을 유발하는 위험 요인을 분석하고, 정량화된 예측 손실 모델을 개발하고자 하였다. 정량적 교량건설 손실모형 개발을 위해 사고 건당 보험지급액을 총공사비로 나눈 손실비율을 종속변수로 선정하였고, 독립변수로는 1)기술적 요인: 상부 구조 유형, 하부 구조 유형, 상부 가설방법, 교량 길이 2) 자연재해요인 : 태풍, 홍수 3) 프로젝트 정보: 공사기간, 총공사비를 채택하였다. 선정된 독립변수 중 상부구조, 가설방법 및 프로젝트 기간이 교량건설 손실 비율에 영향을 미치는 지표로 나타났다. 본 연구 결과로 도출된 리스크 지표와 손실예측 함수는 정부 관련기관, 교량 건설 설계 및 시공사, 보험회사에 정량적 피해 예측 및 위험 평가 서비스를 제공하며, 향후 기초 교량 리스크 평가 개발 연구의 가이드라인으로 활용할 수 있다.

• 한국응용곤충학회지
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• 제51권4호
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• pp.411-419
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• 2012

톱다리개미허리노린재 (Riptortus pedestris) 상용 집합페로몬을 이용하여 포획할 때 유인되어지는 거리를 규명하고 이를 이용한 대량포획으로 콩 피해 경감 효과를 조사하였다. 집합페로몬 트랩의 재포획 비율은 최초 방사 지점에서 40 m 이내의 트랩에서는 전체 재포획 개체의 76.1%, 80 m 이내에서는 89.0%가 포획 되었으며, 트랩 설치 방위 간에 재포획 개체수는 큰 차이가 없었다. 대량 포획을 통한 피해 경감 효과를 알아보기 위해 집합페로몬 트랩을 농가 포장에 설치한 결과, 트랩수가 증가 할수록 톱다리개미허리노린재 총 포획수는 직선적으로 증가하였다. 페로몬 트랩 당 포획 할당 면적이 $770m^2$인 포장에서 10주당 수량이 261.8 g 으로 가장 높았으나, 트랩 당 할당 면적과 수량과의 관계에는 일정한 경향이 없었다. 트랩 당 포획 할당 면적에 따른 종자 형태 비율은 트랩 당 포획 할당 면적이 $385m^2$와 $770m^2$인 포장에서 건전한 A형 종자의 비율이 62% 근처로 높았고 약한 피해립인 B형 종자의 비율이 27% 근처로 가장 낮았다. 톱다리개미허리노린재 집합페로몬 트랩을 이용한 피해 경감 효과는 포장 면적 $385{\sim}770m^2$ 당 1개를 포장 주변에 적절히 설치 운용 한다면 건전립의 비율을 높이고 약한 피해립의 비율을 어느 정도 감소시킬 수 있는 수단으로 사용할 수 있을 것으로 판단된다.

• 대한방사선기술학회지:방사선기술과학
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• 제23권1호
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• pp.81-89
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• 2000

In the present study, to determine whether the ascorbate protect against radiation damage and the possible relationship among the radioprotective effects and antioxidant actions, the effects of ascorbate(240 mg/kg, i.p) pretreatment of mice on the survival ratio, splenic weight, major antioxidant enzymes(SOD, catalase and glutathione peroxidase) activities, glutathione contents and lipid peroxidation in the liver were examined for 2 weeks after whole-body ${\gamma}-irradiation$(6.5 Gy). The 30-day survival ratio Increased from 10% to 47% for mice treated with ascorbate. The ascorbate decreased the extent of loss in splenic weight and stimulated recovery of splenic weight in irradiated mice(p<0.01). On the day of 14 after ${\gamma-irradiation}$, the ascorbate pretreatment produced a slight increase of antioxidant enzymes activities and significantly increased reduced glutathione(GSH) contents(P<0.05) in the liver compared with non-treated group. Pretreatment with the ascorbate significantly decreased GSSG/total GSH ratio(p<0.05) without the change of GSSG in the liver and inhibited the radiation-induced increase in the hepatic malondialdehyde levels(p<0.05). In these results, we found that its radioprotective effect by protecting antioxidant enzyme activities and glutathione contents from radiation induced a decrease, and thereby suppressing lipid peroxidation which is induced by free radicals.

• Steel and Composite Structures
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• 제41권5호
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• pp.731-746
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• 2021

The purpose of this paper is to investigate the axial bearing capacity and residual properties of steel reinforced recycled aggregate concrete (SRC) column after elevated temperature. A total of 48 SRC columns were designed for the static loading test after elevated temperature. The variables include replacement ratios, designed temperature, target duration, thicknesses of cover concrete, steel ratios and stirrup spacing. From this test, the mass loss ratio and stress load-deformation curve were obtained, and the influence of various parameters on residual bearing capacity were analyzed. ABAQUS was used to calculate the temperature field of specimens, and then got temperature damage distribution on the cross-section concrete. It was shown that increasing of the elevated temperatures leaded to the change of concrete color from smoky-gray to grayish brown and results in reducing the bearing capacity of SRC columns. The axial damage and mechanism of SRC columns were similar to those of reinforced natural aggregate concrete columns at the same temperatures. Finally, the calculation method of axial compressive residual bearing capacity of SRC columns recycled concrete columns after high temperature was reported based on the test results and finite element analysis.

• Ocean and Polar Research
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• 제36권2호
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• pp.157-163
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• 2014

This study analysed the economic feasibility per hectare of grow out phase production of Oyster farming by rising water temperature in Ocean. Elevated Water temperature by climate change had a bad influence for oyster production and economic feasibility. In the case of production units, the total output of oyster decreases from 213,840 to 205,594 units. Using cost-benefit analysis with discounting rates (5.5%), we estimated the net present value (NPV) and benefit cost ratio (BCR) until 2100 years. The model results showed that the NPV without water temperature rise was 1,565,619,893 won and the NPV with water temperature rise was 1,540,493,059 won. Also, BCR estimated that the former was 2.095 better than the latter was 2.077. To summarise, the economic effect per hectare of water temperature rise in ocean did the damage to the economic loss about 25,126,834 won.