• 대한토목학회논문집
• /
• 제36권6호
• /
• pp.1011-1021
• /
• 2016

본 연구에서는 유역에서의 잠재적인 홍수위험도를 예측하기 위해서 지형도, 토양도, 토지이용도를 조합하여 해석하였다. 유역에서의 표고자료, 토양도자료 및 토지이용자료 등을 활용하여 유출생성지도와 유출누적지도를 작성하였고, 이를 홍수위험지도 작성에 활용하였다. 유출생성지도 작성을 위해 토지이용, 토양두께, 불투수성, 토양침식도, 그리고 지형기복을 유출인자로 고려하였고, 유출누적지도 작성을 위해 토지이용, 경사도, 유출 천이점, 그리고 저지대분석 결과를 이용하였다. 지도 작성을 위해 다기준의사결정법의 하나인 TOPSIS 기법을 적용하였고, 유출생성 및 누적과 관련한 인자들을 평가기준으로, 각 분석지역의 격자들을 대안으로 고려하였다. 제안된 방법론을 낙동강의 감천유역에 적용하였으며, 기존의 홍수위험지도 작성방법과 비교하여 합리적인 범위내에서 잘 일치하는 것을 확인할 수 있었다. 본 연구에서 제안한 방법론은 다양한 홍수위험지도 작성시 가이드라인으로 제시될 수 있으며, 국토계획 수립이나 비상대처계획 수립시 홍수에 대한 위험지역 선정을 위한 사전검토 단계에서 활용될 수 있을 것으로 판단된다.

• Earthquakes and Structures
• /
• 제13권5호
• /
• pp.497-507
• /
• 2017

Flooding induced scour has been long recognized as a major hazard to river-crossing bridges. Many studies in recent years have attempted to evaluate the effects of scour on the seismic performance of bridges, and probabilistic frameworks are usually adopted. However, direct and straightforward insight about how foundation scour affects bridges as a type of soil-foundation-structure system is usually understated. In this paper, we provide a comprehensive review of applied methods centering around seismic assessment of scoured bridges considering soil-foundation-structure interaction. When introducing these applied analysis and modeling methods, a simple bridge model is provided to demonstrate the use of these methods as a case study. Particularly, we propose the use of nonlinear modal pushover analysis as a rapid technique to model scoured bridge systems, and numerical validation and application of this procedure are given using the simple bridge model. All methods reviewed in this paper can serve as baseline components for performing probabilistic vulnerability or risk assessment for any river-crossing bridge system subject to flood-induced scour and earthquakes.

• 한국방재학회 논문집
• /
• 제11권3호
• /
• pp.183-189
• /
• 2011

본 연구에서는 저수지내 퇴사저감을 위하여 댐 상류에 저사댐을 설치하여 퇴적토를 포착하는 방법의 적합성을 검토하기 위해 국내 10개 다목적댐 유역을 대상으로 저사댐을 설치할 경우의 퇴사 저감효과에 대하여 분석하였다. 총 27개 설치지점의 퇴사 저감효과를 분석한 결과, 연구대상 다목적 댐 중 대청댐유역의 본류인 금강 지점의 저사댐 설치시 퇴사 저감효과가 가장 큰 것으로 판단되었으며 저사댐 설치에 따른 수명연장효과는 미설치시 수명보다 약 60%가 연장되는 것으로 판단되었다. 또한 저사댐 설치로 인한 퇴사 저감률에 영향을 미치는 인자를 알아보기 위하여 회귀분석을 실시한 결과 유역면적비가 가장 큰 영향을 미치는 것으로 판단되었으며 유역면적비에 대한 회귀식을 도출 할 수 있었다. 본 연구결과를 통해 국내 저사댐 도입시 기대 퇴사저감 효과 산정이나 설치위치 검토를 위한 기초자료 활용될 수 있을 것으로 판단된다.

• Nuclear Engineering and Technology
• /
• 제50권8호
• /
• pp.1372-1386
• /
• 2018

Despite recent advances in multi-hazard analysis, the complexity and inherent nature of such problems make quantification of the landslide effect in a probabilistic safety assessment (PSA) of NPPs challenging. Therefore, in this paper, a practical approach was presented for performing an earthquake-induced landslide PSA for NPPs subject to seismic hazard. To demonstrate the effectiveness of the proposed approach, it was applied to Korean typical NPP in Korea as a numerical example. The assessment result revealed the quantitative probabilistic effects of peripheral slope failure and subsequent run-out effect on the risk of core damage frequency (CDF) of a NPP during the earthquake event. Parametric studies were conducted to demonstrate how parameters for slope, and physical relation between the slope and NPP, changed the CDF risk of the NPP. Finally, based on these results, the effective strategies were suggested to mitigate the CDF risk to the NPP resulting from the vulnerabilities inherent in adjacent slopes. The proposed approach can be expected to provide an effective framework for performing the earthquake-induced landslide PSA and decision support to increase NPP safety.

• 한국식품과학회지
• /
• 제43권2호
• /
• pp.125-133
• /
• 2011

본 연구는 단성분 농약 중 스피노사드의 잔류실태를 조사하기 위하여 식품공전의 스피노사드 분석법을 농산물에 적용되도록 개선하고 개선 된 시험법으로 잔류실태조사가 부족한 스피노사드에 대한 잔류실태를 조사하였다. 국내 유통 중인 16종의 농산물 304건에 대한 스피노사드 잔류량을 조사한 결과 모든 검체에서 검량한계 이상 검출 되지 않았다. 스피노사드 시험법의 회수율은 현미, 강낭콩, 오렌지, 들깻잎, 표고버섯에서 스피노사드 A의 경우 0.05 mg/kg 수준에 각각 76.2, 95.3, 83.5, 79.9, 98.6%이고, 0.25 mg/kg 수준에 각각 97.3, 86.6, 84.4, 94.0, 88.1%이고, 스피노사드 D 의 경우 0.05 mg/kg 수준에 각각 76.6, 104.0, 88.9, 74.9, 81.1%이고, 0.25 mg/kg 수준에 각각 92.7, 97.7, 86.9, 90.4, 85.4%였으며 검출한계 0.001 mg/kg, 검량한계 0.005 mg/kg이다. 회수율에 대한 모든 표준편차는 10% 미만이다. 스피노사드 A와 D는 0.1-5.0 mg/kg 범위에서 상관계수($r^2$) 0.9999 이상의 높은 직선성을 보이고, 검출한계는 0.001 mg/kg, 검량한계는 0.005 mg/kg이었다.

• 한국안전학회지
• /
• 제34권5호
• /
• pp.159-166
• /
• 2019

The seismic PSA is to probabilistically estimate the potential damage that a large earthquake will cause to a nuclear power plant. It integrates the probabilistic seismic hazard analysis, seismic fragility analysis, and system analysis and is utilized to identify seismic vulnerability and improve seismic capacity of nuclear power plants. Recently, the seismic risk of domestic multi-unit nuclear power plant sites has been evaluated after the Great East Japan Earthquake and Gyeongju Earthquake in Korea. However, while the currently available methods for system analysis can derive basic required results of seismic PSA, they do not provide the detailed results required for the efficient improvement of seismic capacity. Therefore, for in-depth seismic risk evaluation, improved system analysis method for seismic PSA has become necessary. This study develops a system analysis method that is not only suitable for multi-unit seismic PSA but also provides risk information for the seismic capacity improvements. It will also contribute to the enhancement of the safety of nuclear power plants by identifying the seismic vulnerability using the detailed results of seismic PSA. In addition, this system analysis method can be applied to other external event PSAs, such as fire PSA and tsunami PSA, which require similar analysis.

• 한국방재학회 논문집
• /
• 제1권2호
• /
• pp.103-114
• /
• 2001

PSC box girder의 정착부 설계방법들을 비교해본 결과, 기존 시방서에 따른 설계방법에서는 다수의 정착구에 긴장력이 작용할 때 긴장력의 작용순서와 그 크기에 따른 응력의 중첩효과를 고려할 수 없는 단점을 가지고 있었고, 3차원 유한요소해석을 이용한 설계에서는 응력집중부와 응력흐름을 정확히 파악할 수는 있지만 부재의 단면력을 산정하기가 매우 번거롭고 까다롭다는 단점을 가진다. 그러나 strut-tie 모델을 이용한 설계법에서는 긴장력의 긴장순서에 따른 응력중첩효과를 고려할 수 있고 부재의 단면력의 산정 또한 매우 간편하여 긴장력의 도입순서에 의해 변화하는 응력의 흐름을 잘 파악하여 strut-tie로 구성된 트러스 부재들의 기하학적 조건을 만족하도록 유의한다면 정착부의 설계에 가장 적합한 설계방법이라 할 수 있다.

• Earthquakes and Structures
• /
• 제24권2호
• /
• pp.141-153
• /
• 2023

The presented paper considers infill masonry walls' influence on the seismic reliability of precast concrete frames. The recent Bojnord earthquake on May 13th, 2017 in Iran (MW 5.4) illustrated that the infill masonry walls play a crucial role in the damage extent and life safety issues of inhabitants in the precast concrete buildings. The incremental dynamic analysis (IDA) approach was used to determine the fragility curves of the represented damaged precast frame. Then, by integrating site hazard and structural fragilities, the seismic reliability of the represented precast frame was evaluated in different damage limit states. Additionally, the static pushover analysis (SPA) approach was used to assess the seismic performance assessment of the precast frame. Bare and infilled frames were modeled as 2D frames employing the OpenSees software platform. The multi-strut macro-model method was employed for infill masonry simulation. Also, a relatively efficient and straightforward nonlinear model was used to simulate the nonlinear behavior of the precast beam-column joint. The outputs show that consideration of the masonry infilled wall effect in all spans of the structural frame leads to a decrease in the possibility of exceedance of specified damage limit states in the structures. In addition, variation of hazard curves for buildings with and without consideration of infilled walls leads to a decrease in the reliability of the building's frames with masonry infilled walls. Furthermore, the lack of infill walls in the first story significantly affects the precast concrete frame's seismic reliability and performance.

• 한국방재학회:학술대회논문집
• /
• 한국방재학회 2007년도 정기총회 및 학술발표대회
• /
• pp.109-112
• /
• 2007

To determine design or remaining life of flexible pavement, tensile strain at the bottom of asphalt concrete course and vertical strain on top of subgrade should be estimated. Various computer programs can be used for determining the strain at the critical position in pavement. However, these are conducted under the assumptions of full bonded or unbound state of layer interface conditions. This study compares the output of finite element analysis and multi-layer elastic analysis as vertical load was applied to the surface of flexible pavement. It is noted that the pavement performance is significantly affected depending upon the interface conditions.

• 한국측량학회:학술대회논문집
• /
• 한국측량학회 2004년도 추계학술발표회 논문집
• /
• pp.423-428
• /
• 2004

Flooding is one of the main causes of loss of lives and properties among various natural disasters in Korea. Flood risk maps are currently being produced in Korea but the progress is slow considering the necessity to map at nationwide scale. In this study, GIS-based multi-criteria decision making process which is normally used for resource management and site analysis was applied to locate flood vulnerable areas. Past records of flooding maps were analysed to extract topographic characteristics of flooded areas. The extracted characteristics were then set as criteria for flooding analysis using the Fuzzy and Analytic Hierarchy Process(AHP) methodology. Results from this study showed that an improved phased action plan was possible, because the flood vulnerable areas are shown in varying degrees of uncertainty unlike the conventional Boolean type GIS layer superimposition analysis.