• 한국방재안전학회논문집
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• 제7권1호
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• pp.35-42
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• 2014

본 연구는 재난환경 변화에 대응한 인적재난 R&D 중장기 로드맵 수립 기획에 관한 것으로서, 인적재난 안전기술 분야의 기술개발 투자 확대 방안 및 관련분야 선진국 대비 기술수준 격차해소를 위한 전략 제시, 인적재난안전기술개발 사업의 차세대대응기술 예측을 통한 사업 고도화, 중장기 로드맵 및 중점추진전략 도출, 중점 추진전략에 따른 주요 추진사업 및 세부추진과제 RFP 도출 등의 방안을 제시하였다. 주요 성과로서, 인적재난안전기술개발 중장기 투자 확대, 미래 인적재난 발생 가능성 예측을 통한 향후 재난대응 환경 변화와 안전관리 정책관련 패러다임 예측 및 효율적 대응, 인적재난안전기술 개발 중장기 로드맵을 통해 인적재난기술의 가치향상과 미래도약 기반강화 등이 기대된다.

• Journal of Electrical Engineering and Technology
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• 제2권1호
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• pp.1-9
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• 2007

This paper presents the effects of an increase or a decrease of a power reserve by load flow calculations under the seasonal load patterns of each country for the future power shortages faced by the metropolitan areas or by the southeastern area of South Korea in North-East Asia. In this paper, the various cases of the power system interconnections in Far-East Asia are presented, and the resulting interconnected power systems are simulated by means of a power flow analysis performed with the PSS/E 28 version tool. Data for simulation were obtained from the 2-th long term plan of electricity supply and demand in KEPCO. The power flow map is drawn from simulated data and the comparative study is done. In the future, a power flow analysis will be considered to reflect the effects of seasonal power exchanges. And the plan of assumed scenarios will be considered with maximum or minimum power exchanges during summer or winter in North-East Asian countries.

• Smart Structures and Systems
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• 제29권4호
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• pp.599-616
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• 2022

Bridge displacement contains vital information for bridge condition and performance. Due to the limits of direct displacement measurement methods, the indirect displacement reconstruction methods based on the strain or acceleration data are also developed in engineering applications. There are still some deficiencies of the displacement reconstruction methods based on strain or acceleration in practice. This paper proposed a novel method based on long short-term memory (LSTM) networks to reconstruct the bridge dynamic displacements with the strain and acceleration data source. The LSTM networks with three hidden layers are utilized to map the relationships between the measured responses and the bridge displacement. To achieve the data fusion, the input strain and acceleration data need to be preprocessed by normalization and then the corresponding dynamic displacement responses can be reconstructed by the LSTM networks. In the numerical simulation, the errors of the displacement reconstruction are below 9% for different load cases, and the proposed method is robust when the input strain and acceleration data contains additive noise. The hyper-parameter effect is analyzed and the displacement reconstruction accuracies of different machine learning methods are compared. For experimental verification, the errors are below 6% for the simply supported beam and continuous beam cases. Both the numerical and experimental results indicate that the proposed data fusion method can accurately reconstruct the displacement.

• 한국지반공학회논문집
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• 제30권6호
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• pp.51-59
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• 2014

국내 토사 사면 불안정성의 일반적인 형태는 얕은 사면파괴와 토석류로 구분할 수 있다. 일반적으로 이러한 사면파괴는 장기간의 기후변화 영향에 의해 강우강도 및 지속시간에 의존성이 높아지고 있다. 본 연구는 전국 58개 기상관측소에서 최근 38년간 강우 관측 자료를 정량적(지속 시간별 최대강우강도로 분류)으로 이용하여 강우로 발생하는 자연사면의 안정성과 철도나 고속도로와 같은 수직하중이 재하되고 있는 토목섬유로 보강된 성토사면의 불안정성을 평가하고자 한다. 강우패턴에 따른 무한사면과 토목섬유 보강된 유한사면 안정해석은 1973년부터 2010년까지의 기간을 대략 10년 단위로 나누어 관측소별 지속시간에 따른 최대강우량을 산정하여 수행하였다. 기상관측소에서 최대강우강도를 사용하여 불포화 침투해석을 수행하여, 산사태 위험도를 10년 단위별 4단계에 걸쳐 등고선 지도로 나타내었다. 비록 지반조건을 화강풍화토의 평균적인 강도정수와 일반적인 경사로 일정하게 가정하였지만, 장기간 기상관측자료를 토대로 기후 변화에 따른 사면의 불안정성을 예측할 수 있었으며, 기상변화의 경향을 대비할 수 있는 지반구조물의 적절한 설계도움이 되리라 판단된다.

• 한국물환경학회지
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• 제28권5호
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• pp.743-753
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• 2012

The hydrologic models, capable of simulating groundwater recharge for long-term period and effects on it of crops management in the agricultural areas, have been used to compute groundwater recharge in the agricultural fields. Among these models, the Soil and Water Assessment Tool (SWAT) has been widely used because it could interpret hydrologic conditions for the long time considering effects of weather condition, land uses, and soil. However the SWAT model couldn't represent the spatial information of Hydrologic Response Unit (HRU), the SWAT HRU mapping module was developed in 2010. With this capability, it is possible to assume and analyze spatio-temporal groundwater recharge. In this study, groundwater recharge of rate for various crops in the Mandae stream watershed was estimated using SWAT HRU Mapping module, which can simulate spato-temporal recharge rate. As a result of this study, Coefficient of determination ($R^2$) and Nash-Sutcliffe model efficiency (NSE) for flow calibration were 0.80 and 0.72, respectively, and monthly groundwater recharge of Mandae watershed in Haean-myeon was 381.24 mm/year. It was 28% of total precipitation in 2009. Groundwater recharge rate was 73.54 mm/month and 73.58 mm/month for July and August 2009, which is approximately 18 times of groundwater recharge rate for December 2009. The groundwater recharges for each month through the year were varying. The groundwater recharge was smaller in the spring and winter seasons, relatively. So, it is necessary to enforce proper management of groundwater recharge during droughty season. Also, the SWAT HRU Mapping module could show the result of groundwater recharge as a GIS map and analyze spatio-temporal groundwater recharge. So, this method, proposed in this study, would be quite useful to make groundwater management plans at agriculture-dominant watershed.