• 한국해양공학회지
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• 제34권6호
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• pp.394-405
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• 2020

To assess the station-keeping performance of floating structures in the Arctic region, the ice load should be considered along with other environmental loads induced by waves, wind, and currents. However, present methods for performance evaluation in the time domain are not effective in terms of time and cost. An ice load generation module is proposed based on the experimental data measured at the KRISO ice model basin. The developed module was applied to a time domain simulation. Using the results of a captive model test conducted in multiple directions, the statistical characteristics of ice loads were analyzed and processed so that an ice load corresponding to an arbitrary angle of the structure could be generated. The developed module is connected to commercial dynamic analysis software (OrcaFlex) as an external force input. Station-keeping simulation in the time domain was conducted for the same floating structure used in the model test. The mooring system was modeled and included to reflect the designed operation scenario. Simulation results show the effectiveness of the proposed ice generation module and its application to station-keeping performance evaluation. Considering the generated ice load, the designed structure can maintain a heading angle relative to ice up to 4°. Station-keeping performance is enhanced as the heading angle conforms to the drift direction. It is expected that the developed module will be used as a platform to verify station-keeping algorithms for Arctic floating structures with a dynamic positioning system.

• Molecules and Cells
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• 제44권2호
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• pp.79-87
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• 2021

Chromatin dynamics is essential for maintaining genomic integrity and regulating gene expression. Conserved bromodomain-containing AAA+ ATPases play important roles in nucleosome organization as histone chaperones. Recently, the high-resolution cryo-electron microscopy structures of Schizosaccharomyces pombe Abo1 revealed that it forms a hexameric ring and undergoes a conformational change upon ATP hydrolysis. In addition, single-molecule imaging demonstrated that Abo1 loads H3-H4 histones onto DNA in an ATP hydrolysis-dependent manner. However, the molecular mechanism by which Abo1 loads histones remains unknown. Here, we investigated the details concerning Abo1-mediated histone loading onto DNA and the Abo1-DNA interaction using single-molecule imaging techniques and biochemical assays. We show that Abo1 does not load H2A-H2B histones. Interestingly, Abo1 deposits multiple copies of H3-H4 histones as the DNA length increases and requires at least 80 bp DNA. Unexpectedly, Abo1 weakly binds DNA regardless of ATP, and neither histone nor DNA stimulates the ATP hydrolysis activity of Abo1. Based on our results, we propose an allosteric communication model in which the ATP hydrolysis of Abo1 changes the configuration of histones to facilitate their deposition onto DNA.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2023년도 학술발표회
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• pp.142-142
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• 2023

Humans inevitably and continuously produce wastewater in daily life worldwide. To decrease the degradation of river water bodies and aquatic ecosystem therein, humans have built systems at different scales to collect, drain, and treat household-produced wastewater. Particularly, municipal wastewater treatment plants (WWTPs) with centralized controls have played a key role in reducing loads of nutrients in domestic wastewater for the last few decades. Notwithstanding such contributions, impaired rivers regarding water quality and habitat integrity still exist at the whole river basin scale. It is highly attributable to the absence of dilution capacity of receiving streams and/or the accumulation of the pollutant loads along flow paths. To improve the perspective for individual WWTPs assessment, the first crucial step is to achieve systematic understanding on spatial distribution characteristics of all WWTPs together in a given river basin. By taking the initiative, our former study showed spatial hierarchical distributions of WWTPs in three large urbanized river basins in Germany. In this study, we uncover how municipal WWTPs in the contiguous United States are distributed along river networks in a give river basin. The extended spatial scope allows to deal with wide ranges in geomorphological attributes, hydro-climatic conditions, and socio-economic status. Furthermore, we identify the relation of the findings with multiple factors related to human activities, such as the spatial distribution of human settlements, the degree of economy development, and the fraction of communities served by WWTPs. Generalizable patterns found in this study are expected to contribute to establishing viable management plans for recent water-environmental challenges caused by WWTP-discharges to river water bodies.

• 정보처리학회논문지C
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• 제13C권5호
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• pp.621-626
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• 2006

이동 애드 혹 네트워크(Mobile Ad Hoc Network; MANET)는 유선 인프라 없이 구축된 무선 네트워크로 멀티 홉 통신을 수행할 수 있다. 인터넷 노드와 통신하고자 하는 MANET 노드에게 인터넷 연결을 가능하게 하는 방법이 요구되며 인터넷 연결은 인터넷과 MANET을 중계하는 인터넷 게이트웨이를 통해 지원된다. 신뢰성과 통신의 유연성을 지원하기 위해 다중 인터넷 게이트웨이들을 MANET에 배치하여 사용할 수 있다. 게이트웨이들 간의 부하를 잘 분배한다면 네트워크 성능 향상을 얻을 수 있으므로, MANET 내에 여러 개의 인터넷 게이트웨이가 존재할 경우 이들 간의 부하 균등화는 중요한 이슈이다. 본 연구에서는 부하 균등화 기법을 제어 메시지의 플러딩 방법과 인터넷 게이트웨이를 선택하는 주체에 따라 4가지로 분류하며, 부하 균등화 문제를 해결하기 위한 새로운 메트릭(metric)을 제안한다. 시뮬레이션을 통하여 흡 수와 라우팅 엔트리의 수를 메트릭으로 이용하는 새로운 기법의 성능이 기존 기법에 비하여 향상되었음을 보인다.

• 조명전기설비학회논문지
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• 제22권2호
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• pp.107-113
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• 2008

22.9[kV]-y 배전 방식은 지중 케이블로 전력을 공급하고 있으며 선로 운영상 배전케이블 선로의 동심중성선을 케이블 접속 구간마다 3선 일괄 접지하는 다중 접지방식을 채택하고 있다. 그러나 지중 배전 선로에서 각 상의 부하가 평형일 경우에도 동심중성선에는 부하 전류의 약 40[%](전력구)${\sim}$50[%](관로)의 동심중성선 순환 전류가 발생되고 있기 때문에, 순환전류로 인한 손실이 도체 손실의 76[%]에 달한다. 이러한 손실 전력으로 케이블의 내부온도가 상승되어 케이블의 허용전류 용량이 관로의 경우 20[%] 정도 감소하게 된다. 본 논문은 이와 같은 문제점을 해결하기 위하여 새로운 동심중성선 접지방식을 제안하고 있다. 새로운 방법은 동심중성선의 순환전류를 효과적으로 제거하고 있으며, 그 방안을 직접 계통망에서 적용시켜서 실측하여 본 결과, 그 타당성과 유용성을 확인하였다.

• 조명전기설비학회논문지
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• 제22권2호
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• pp.63-70
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• 2008

본 논문은 현 배전계통계획시스템(DISPLAN)의 지역전력수요예측 알고리즘을 개선하여 다중회귀분석을 이용한 지역전력수요예측 알고리즘을 제시하였다. 지역전력수요예측 알고리즘은 예측의 정확도를 높이기 위해 지역경제와 지역인구와 과거의 판매전력량을 입력변수로 사용하였다. 사례연구로 경북의 경산시, 구미시, 김천시, 영주시를 선정하여 제안한 방법의 정확도를 분석하였다. 사례연구 결과 제안한 방법의 전반적인 정확도는 11.2[%]로 DISPLAN의 12[%]보다 향상되었다. 특히 입력변수의 변동성이 심한 지역의 경우에서 많이 개선되었다. 제안된 방법은 배전계통시스템의 최적투자를 위한 지역전력수요예측에 사용될 것으로 사료된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.343-358
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• 2008

Piles of a bridge pier are connected with a column through a pile cap(footing). Behavior of the pile foundation can be different according to the connection method between piles and the pile cap. This difference causes a change of the design method. Connection methods between pile heads and the pile cap are divided into two groups ; rigid connections and hinge connections. KHBDC(Korea Highway Bridge Design Code) has specified to use rigid connection method for the highway bridge. In the rigid connection method, maximum bending moment of a pile occurs at the pile head and this helps the pile to prevent the excessive displacement. Rigid methods are also good to improve the seismic performance. However some specifications prescribe that conservative results through investigations for both the fixed-head condition and the free-head condition should be reflected in the design. This statement may induce an over-estimated design for the bridge which have very good quality structures with casing covered drilled shafts and the PC-house contained pile cap. Because the assumption of free-head conditions (hinge connections) are unreal for the elevated pile cap system with multiple piles of the long span sea-crossing bridges. On the other hand, elastic displacement method to evaluate the pile reactions under the pile cap is not suitable for this type of bridges due to impractical assumptions. So, full modeling techniques which analyze the superstructure and the substructure simultaneously should be performed. Loads and stress state of the very large diameter drilled shaft and the pile cap for Incheon Bridge which will the longest bridge in Korea were investigated through the full modeling for rigid connection conditions.

• 대한치과보철학회지
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• 제42권4호
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• pp.412-424
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• 2004

Statement of problem: Several prosthetic options are available for the restoration of multiple adjacent implants. A passively fitting prosthesis has been considered a prerequisite for the success and maintenance of osseointegration. Passivity is a particular concern with multiple implants because of documented inaccuracies in the casting and soldering process. One way to avoid this problem is to restore the implants individually, however, the restorations of individual adjacent impants requires careful adjustment of interproximal contacts. Purpose: The purpose of this study was to compare the stress distribution pattern and amount surrounding Bicon implants with individual crowns and splinted restorations. Material and method: A photoelastic model of a human partially edentulous left mandible with 3 Bicon implants($4{\times}11mm$) was fabricated. For non-splinted restorations, individual crowns were fabricated on 3 abutments ($4{\times}0.65mm,\;0^{\circ}$, 2.0 mm post, Bicon Inc., Boston, USA) After the units were cemented, 4 levels of interproximal contact tightness were evaluated: open, ideal ($8{\mu}m$ shim stock drags without tearing), medium($40{\mu}m)$), and heavy($80{\mu}m$). Splinted 3-unit fixed partial dentures were fabricated and cemented to the model. Changes in stress distribution under simulated non-loaded and loaded conditions(7.5, 15, 30 lb) were analyzed with a circular polaricope. Results: 1. Stresses were distributed around the entire body of fin in Bicon implants. 2. Splinted restorations were useful for distribution of stress around implants especially with higher loads. 3. By increasing the contact tightness between the individually restored three implants, the stress increased in the coronal portion of implants. Conclusions: Ideal adjustment of the contact tightness was important to reduce the stresses around individually restored Bicon implants.

• 한국전산구조공학회논문집
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• 제18권2호
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• pp.181-190
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• 2005

파사드리거는 아웃리거 구조시스템에 rms거하는 것으로 구조물의 외곽에 설치되는 파사드리거는 구조물의 내부에 수직으로 설치된 가새골조로부터 분리되어 구조물의 외곽에 설치된다. 따라서 이 시스템은 중앙의 코아에 부착되는 아웃리거와는 달리 사재로 인한 내부 동선의 장애가 발생하지 않는 장점이 있다. 리거의 현재에 인접한 슬래브가 파사드리거와 가새골조 사이의 전단력을 전달하며 가새골조와 파사드리거를 지지하는 기둥 사이의 상호작용을 일으킨다. 이 논문에서는 등분포하중과 삼각분포하중, 그리고 구조물 상단에 집중하중이 작용하고 구조물의 외곽에 여러개의 파사드리거가 설치된 가새골조에 대한 근사해석방법을 제시하였으며, 구조모델들을 이용하여 MIDAS프로그램에 의한 결과와 비교하였고 만족할만한 결과를 얻었다. 본 연구에서 제시된 매트릭스 해석방법은 구조물 상단의 수평변위나 가새골조 하단의 전도모멘트와 같은 구조물의 거동에 대한 파사드리거의 영향을 신속하게 평가할 수 있으며 구조물 상단의 변위를 최소화할 수 있는 파사드리거의 최적위치 결정을 위해 유용하게 사용될 수 있을 것이다.

• 전기학회논문지
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• 제66권4호
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• pp.605-612
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• 2017

One of the biggest environmental issues that our world has been facing is climate change. In order to cope with such environmental issues, the world is putting a great deal of effort into energy conservation. The building sector, in particular, consumes 36% of the energy consumed worldwide and emits considerable amount of greenhouse gases. Therefore, introduction of renewable energies in the building sector is highly recommended. Renewable energy sources that can be utilized in the building sector include sunlight, solar heat, geothermal heat, fuel cells and wind power. The wind power generation system which converts wind energy into electrical energy has advantages in that wind is an unlimited and pollution-free resource. It is suitable to be connected to existing buildings because many years of operational experience and the enhanced stability of the system have made it possible to downsize the electrical generator. In case of existing buildings, it is necessary to consider the live loads of the buildings to connect the wind power generation system. This paper, through the connection of the wind power generation with existing buildings, promotes reduction of greenhouse gas emissions and energy independence by reducing energy consumption in the building sector. In order to connect the wind power generation system with an exciting building, the live load of the building and the area of the rooftop should be considered. The installable model is selected by comparing the live load of the building and the load of the wind power generation system. The maximum number of the wind turbines that can be installed is obtained by considering the separation distance between the wind turbines within the area of the rooftop. Installations are divided into single installations and multiple installations of two different types of wind turbines. After determining the maximum installable number, the optimal model that can achieve the maximum annual power generation will be selected by comparing the respective total annual amount of the power generation of different models.