• 한국전산구조공학회논문집
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• 제33권5호
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• pp.297-302
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• 2020

대한민국은 산악지형이 많으며 사면붕괴로 인한 도로구조물 및 인명피해가 종종 발생한다. 이러한 사면붕괴로 인한 피해를 줄이기 위해서 낙석방지시설이 필요하다. 국내의 낙석방지울타리는 50kJ의 낙석 충돌 에너지에 저항할 수 있도록 설계되었다. 하지만, 낙석에너지의 크기는 사면의 형태 및 조건에 따라 편차가 크며 약 100kJ에 이르기도 한다. 따라서 효율적인 낙석방지울타리의 설계 및 설치를 위해서 여러 종류의 낙석에너지에 맞는 표준화된 낙석방지울타리가 필요한 실정이다. 본 연구에서는 다양한 낙석에너지에 따른 낙석방지울타리의 표준 단면을 유한요소해석을 통하여 제안하였다. 최종적으로 기존 50kJ 낙석방호울타리 외에 30kJ 및 100kJ급 낙석방지울타리를 제안하였다.

• 한국물환경학회지
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• 제39권1호
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• pp.102-110
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• 2023

Wastewater Based Epidemiology (WBE) provides useful information not only on the use of illegal drugs in the community, but also on the presence of hygiene and health products and infectious pathogens in sewage facilities. As a consequence of the SARS-CoV-19 virus epidemic in 2019, monitoring the status of the infection is of utmost importance. SARS-CoV-19 was also detected in sewage, and the number and trend of infections in the community suggest that the application of the WBE system would be useful and appropriate. This study introduces a pre-treatment concentration method including viruses in sewage samples. A total of seven methods which were subdivided into methods for adsorption-extraction, ultra-filtration, PEG precipitation, and ultra-centrifugation, and the results for analyzing the recovery rates were included. Meanwhile, it is necessary to pay attention to rapid detection technologies which analyze infectious pathogens at the site of sewage facilities. These can include ELISA, FTIR, SERS, and biosensor based on the detection principle, and the characteristics, advantages, and disadvantages of each were summarized herein. If rapid detection technologies and accurate quantitative analyses are further developed, the use of sewage mechanics in response to pandemic viruses is expected to expand further.

• Computers and Concrete
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• 제21권5호
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• pp.583-592
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• 2018

Today, buildings are exposed to the effects such as explosion and impact loads. Usually, explosion and impact loads that act on the buildings such as nuclear power plants, airports, defense industry and military facilities, can occur occasionally on the normal buildings because of some reasons like drop weight impacts, natural gas system explosions, and terrorist attacks. Therefore, it has become important to examine the behavior of reinforced concrete (RC) structures under impact loading. Development of computational mechanics has facilitated the modeling of such load conditions. In this study, three kinds of RC walls that have different geometric forms (square, ellipse, and circle) and used in guardhouses with same usage area were modeled with Abaqus finite element software. The three configurations were subjected to the same impact energy to determine the geometric form that gives the best behavior under the impact loading. As a result of the analyses, the transverse impact forces and failure modes of RC walls under impact loading were obtained. Circular formed (CF) reinforced concrete wall which has same impact resistance in each direction had more advantages. Nonetheless, in the case of the impact loading occurring in the major axis direction of the ellipse (EF-1), the elliptical formed reinforced concrete wall has higher impact resistance.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2019년도 학술발표회
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• pp.412-412
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• 2019

Nature-based solutions (NBS) offer a wide variety of techniques that promote cost-efficient stormwater management practices. In particular, low impact development facilities utilize NBS principles to restore the ecosystem services in a highly-urbanized area. Despite the advancements in these technologies, several considerations should still be addressed to ensure optimum functionality and attainment of desired pollutant removal efficiency a LID facility. This study evaluated the mass flushing characteristics of pollutants in an urban catchment and the efficiency of a small constructed wetland (SCW) in treating urban stormwater runoff. 21 rainfall events from 2010 to 2018 were monitored to determine and quantify stormwater pollutants. The highest pollutant washoff was observed on rainfall depths ranging from 0.1mm to 10mm, whereas events with greater rainfall depths exhibited lower pollutant concentrations due to dilution effect. However, the SCW manifested lower pollutant-removal performance on rainfall depths exceeding 10mm due to the exceedance of the facility's design rainfall. This study is beneficial in assessing the dynamics of pollutant washoff and efficiency of LID facilities subjected under various external factors.

• Earthquakes and Structures
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• 제25권1호
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• pp.43-56
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• 2023

Banda Aceh is one of the areas that sustains the most damage during a natural disaster because it contains so many houses, office buildings, public facilities, and schools. Public structures in coastal areas are highly susceptible to earthquakes, resulting in high casualties and property damage. Several public structures were reconstructed during the reconstruction and rehabilitation period. Because this building is located in an area with a high risk of earthquakes, its capacity must be analyzed initially. Additionally, history indicates that Aceh Province has been struck by numerous earthquakes, including the largest ever recorded in 1983 and the most recent earthquake with a magnitude of 9.3 SR on December 26, 2004. The city of Banda Aceh was devastated by this earthquake, which was followed by a tsunami. The possibility of a large earthquake in Banda Aceh City necessitates that the structures constructed there be resistant to seismic risk. This study's objective was to evaluate the seismic performance of the existing building by applying the method of strengthening the structure in the form of jacketing columns and the addition of steel bracing in order to estimate the performance of the structure using multiple ground motions. Therefore, several public buildings must be analyzed to determine the optimal seismic retrofitting technique.

• 한국재난정보학회 논문집
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• 제14권2호
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• pp.174-181
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• 2018

연구목적: 본 연구는 운용중인 해외 노후 수력발전 시스템 수용가 맞춤형 현대화 기술개발 및 실증이 그 목적이다. 연구방법: 현지에서 운용중인 발전소의 일간, 주간, 윌간, 년간 정보를 바탕으로 현대화 설계를 수행 하였다. 연구결과: 본 논문에서는 국내 시설물 안전관리에 관한 특별법에 의거 필리핀에 위치한 노후 수력발전소의 현대화를 위해 최초 기존 시설물에 대한 안전진단을 실시하여 토목 및 건축물의 보강을 위한 방법을 선정하였다. 결론: 현지 환경에 적합한 수차선정과 노후 시설물의 유지보수를 국내 토목 보수 보강 기술로 설계하였다.

• 한국습지학회지
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• 제24권4호
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• pp.367-376
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• 2022

LID 기술은 다양한 토지이용에서 발생되는 비점오염원(NPS)을 저감하는 기술이다. 점오염과 비점오염원의 증가와는 별도로 불투수지역 내 도심지는 일반적으로 도시기후에 영향을 준다. 본 연구에서는 LID 기술이 도시열섬현상(UHI)을 저감에 대한 영향분석을 공주대학교를 대상으로 수행하였다. 공공부지인 학교는 보행자의 통향량, 차량운행이 특정시기에 증가되기에 일반적인 원단위 부하량보다 낮은것으로 나타났다. LID 시설은 강우유출수 내 오염물질을 여재부 내 흡착, 여과 등을 통해 오염물질이 저감되는 것으로 분석되었다. 또한 LID 시설 내 강우유출수 저감 및 저류를 통해 유역 내 불투수면적보다 최대 7.2 ℃ 낮은것으로 나타났다. 따라서 LID 시설은 비점오염물질 저감 및 도시열섬 현상을 완화시키는 것으로 분석되었다.

• 한국태양에너지학회 논문집
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• 제34권5호
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• pp.117-126
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• 2014

This study developed a KRESS program designed to find the optimization ratio for new and renewable energy systems and analyze the effects of building energy consumption characteristics on the ratio. In spite of clear differences in predicted energy consumption and energy consumption by the loads among 18 facilities, the current formula for obligatory supply ratios applies a correction coefficient according to the building purposes based on energy consumption per each unit area in medical facilities and thus reflects no energy consumption characteristics according to the building purposes. The optimization ratio for new and renewable energy systems was the same for all facilities when the correction coefficients by the building purposes and new and renewable energy sources were all applied. When the correction coefficients were not applied, however, the optimization ratio varied according to building energy consumption characteristics. The findings raise a need to test the correction coefficients in order to select new and renewable energy systems that take into account energy consumption characteristics by the building purposes and loads and reflect economy, environmental performance, and technology.

• 한국산학기술학회:학술대회논문집
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• 한국산학기술학회 2009년도 추계학술발표논문집
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• pp.350-353
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• 2009

본 연구는 서해안 특성에 적합한 연안역 안전시설 설계기준을 마련을 위해 국내 외 도로, 해안, 항만 구조물의 안전시설기준을 비교, 분석, 정리하였다. 검토된 설계기준은 항만시설물의 안전시설 설계지침,항만 및 어항설계기준, 조경 설계기준, 도로부대시설, 도로교 설계기준, 미국 FHWA DSTA, 그리고 미국 FHWA PFG을 검토하였다. 검토결과 국내의 연안역 안전시설 설계기준 및 적용이 미흡한 상황에 있으며 설계외력산정 및 평가에 적절한 보정계수 및 관련 상세설계기준 마련이 시급한 것으로 판단된다.

• 한국산학기술학회:학술대회논문집
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• 한국산학기술학회 2009년도 추계학술발표논문집
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• pp.339-341
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• 2009

연안역에 대한 관심이 고조되면서 연안역을 따라 많은 산업화와 관광권화가 진행되고 있으나 안전시설에 대한 무관심으로 인해 많은 인적 및 물적 피해가 속출하고 있다. 충청권 연안역이 가지고 있는 지역적(관광, 산업, 방조제 등) 및 자연적(조수, 해일, 지진, 해양기름유출, 해안습지, 태풍 등) 특성을 고려한 연안역 안전시설을 개발하고자 연구를 수행하고 있다. 선행연구로 서해안 연안역 현장조사를 통한 안전시설물의 설치 현황을 살펴보고 이를 분석하였으며, 이를 통해 연안역 안전시설의 성능 및 설계기준, 건설재료 등에 대한 연구를 기획하였다. 연구과제의 최종 수행결과물로서 제시될 해안 안전 시설물 계획 설계 시공 유지관리에 대한 개발추진계획을 제시한다.