• 대한치과보철학회지
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• 제57권4호
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• pp.490-494
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• 2019

국소의치 장착자에서 2차 우식 등의 문제가 발생하여 지대치 치료 후 크라운 재수복이 필요한 경우가 있다. 기존 국소의치가 잘 기능하고 있고 환자가 여러 가지 원인으로 국소의치를 새로 제작할 수 없을 경우에는 기존 국소의치에 맞도록 지대치 보철물을 제작해야 한다. 그러나 이 과정은 기술적으로 난이도가 높고, 기공과정이 복잡하다. 국소의치를 지지하는 지대치에 합병증이 발생하기 전의 원본 모형이 있고 참고점이 될 수 있는 다른 치아들을 포함하고 있다면, CAD/CAM을 이용하여 retrofitting 보철물을 매우 간단하고 효율적으로 제작할 수 있다. 본 증례는 지대치의 포스트, 코어 및 보철물이 복합적으로 탈락하여 내원한 환자에서, computer-aided design and computer-aided manufacturing (CAD/CAM)을 이용해 기존 국소의치에 맞는 보철물을 제작하였고 높은 적합도와 조정 과정의 최소화 등 만족스러운 결과를 얻어 이를 보고하는 바이다.

• Nuclear Engineering and Technology
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• 제51권6호
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• pp.1487-1503
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• 2019

The methods and performance of a pin-level nuclear reactor core thermal-hydraulics (T/H) code ESCOT employing the drift-flux model are presented. This code aims at providing an accurate yet fast core thermal-hydraulics solution capability to high-fidelity multiphysics core analysis systems targeting massively parallel computing platforms. The four equation drift-flux model is adopted for two-phase calculations, and numerical solutions are obtained by applying the Finite Volume Method (FVM) and the Semi-Implicit Method for Pressure-Linked Equation (SIMPLE)-like algorithm in a staggered grid system. Constitutive models involving turbulent mixing, pressure drop, and vapor generation are employed to simulate key phenomena in subchannel-scale analyses. ESCOT is parallelized by a domain decomposition scheme that involves both radial and axial decomposition to enable highly parallelized execution. The ESCOT solutions are validated through the applications to various experiments which include CNEN $4{\times}4$, Weiss et al. two assemblies, PNNL $2{\times}6$, RPI $2{\times}2$ air-water, and PSBT covering single/two-phase and unheated/heated conditions. The parameters of interest for validation include various flow characteristics such as turbulent mixing, spacer grid pressure drop, cross-flow, reverse flow, buoyancy effect, void drift, and bubble generation. For all the validation tests, ESCOT shows good agreements with measured data in the extent comparable to those of other subchannel-scale codes: COBRA-TF, MATRA and/or CUPID. The execution performance is examined with a mini-sized whole core consisting of 89 fuel assemblies and for an OPR1000 core. It turns out that it is about 1.5 times faster than a subchannel code based on the two-fluid three field model and the axial domain decomposition scheme works as well as the radial one yielding a steady-state solution for the OPR1000 core within 30 s with 104 processors.

• 대한금속재료학회지
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• 제47권8호
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• pp.488-493
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• 2009

Direct syntheses of bulk $Ti_3Al$ via electro-discharge-sintering (EDS) of a stoichiometric elemental powder mixture were investigated. A capacitor bank of $450{\mu}F$ was charged with three input energies, 0.5, 1.0, and 1.5 kJ. The charged capacitor bank was then instantaneously discharged through 0.3 g of a Ti-25.0 at.%Al powder mixture for consolidation. Complete phase transformation occurred in less than $200{\mu}sec$ by the discharge and a bulk $Ti_3Al$ compact was obtained. Compared with consolidated samples fabricated by conventional methods such as high vacuum sintering and casting, the electro-discharge-sintered $Ti_3Al$ compact shows a very fine microstructure with a hardness value of 425 Hv. Electro-discharge-sintering under a $N_2$ atmosphere successfully modified the surface Ti oxide of the $Ti_3Al$ compact into Ti nitride, which concurred with the synthesis and consolidation of $Ti_3Al$. Complete conversion yielding a single phase $Ti_3Al$ is primarily dominated by the fast solid state diffusion reaction.

• International Journal of Computer Science & Network Security
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• 제22권5호
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• pp.294-302
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• 2022

Detection of fake news is a complex and a challenging task. Generation of fake news is very hard to stop, only steps to control its circulation may help in minimizing its impacts. Humans tend to believe in misleading false information. Researcher started with social media sites to categorize in terms of real or fake news. False information misleads any individual or an organization that may cause of big failure and any financial loss. Automatic system for detection of false information circulating on social media is an emerging area of research. It is gaining attention of both industry and academia since US presidential elections 2016. Fake news has negative and severe effects on individuals and organizations elongating its hostile effects on the society. Prediction of fake news in timely manner is important. This research focuses on detection of fake news spreaders. In this context, overall, 6 models are developed during this research, trained and tested with dataset of PAN 2020. Four approaches N-gram based; user statistics-based models are trained with different values of hyper parameters. Extensive grid search with cross validation is applied in each machine learning model. In N-gram based models, out of numerous machine learning models this research focused on better results yielding algorithms, assessed by deep reading of state-of-the-art related work in the field. For better accuracy, author aimed at developing models using Random Forest, Logistic Regression, SVM, and XGBoost. All four machine learning algorithms were trained with cross validated grid search hyper parameters. Advantages of this research over previous work is user statistics-based model and then ensemble learning model. Which were designed in a way to help classifying Twitter users as fake news spreader or not with highest reliability. User statistical model used 17 features, on the basis of which it categorized a Twitter user as malicious. New dataset based on predictions of machine learning models was constructed. And then Three techniques of simple mean, logistic regression and random forest in combination with ensemble model is applied. Logistic regression combined in ensemble model gave best training and testing results, achieving an accuracy of 72%.

• 대한토목학회논문집
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• 제28권3C호
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• pp.159-166
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• 2008

흙은 변형률에 따라 강성이 감소하는 비선형적 변형 특성을 가지지만, 매우 작은 변형률 영역($<10^{-3}%$)에서는 선형탄성적 특성을 갖는다고 알려져 있다. 본 연구에서는 응력 경로 시험 중 실시한 다축 벤더엘리먼트 시험을 통해 다양한 응력 상태에서 사질토의 이방적 전단탄성계수를 측정하고, 그 변화를 분석하고자 하였다. 응력 경로 시험에서는 내부 변형률 측정 장치 및 3 방향의 벤더 엘리먼트가 부착된 삼축 시험기를 이용하였다. 전단 중 응력비가 -0.5~1.5의 범위를 벗어나게 되면 축 방향 전단탄성계수는 응력과의 경험적 상관관계와 차이가 발생하였고, 이로부터 시료의 항복이 전단파 전달 구조를 변화시킴을 알 수 있었다. 수평방향 전단탄성계수의 변화는 전단 중 체적 상태의 변화와 밀접한 관계가 있음을 알 수 있었다.

• 한국구조물진단유지관리공학회 논문집
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• 제12권1호
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• pp.143-150
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• 2008

철근콘크리트 구조물에서 배근상태에 따라서는 다짐불량에 의한 재료분리 및 골재폐쇄현상이 발생하여 채움이 제대로 되지 않는 경우가 발생할 수 있다. 본 연구에서는 그 영향을 충분히 고려하지 않고 있는 재료분리에 따른 중립축이하 인장부 콘크리트가 보부재 거동에 미치는 영향 파악을 위한 실험을 수행하여, 보부재의 인장 철근영역 콘크리트의 유효성 파악을 위한 연구를 수행하였다. 실험결과 인장철근영역 콘크리트의 재료분리에 따른 거동은 부재항복강도에는 미치는 영향이 없으나, 부재 휨연성, 전단저항능력을 저하시키는 것으로 나타났다.

• Rapid Communication in Photoscience
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• 제1권1호
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• pp.1-9
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• 2012

Luminescent lanthanide complexes have been overviewed for advanced photonics applications. Lanthanide(III) ions ($Ln^{3+}$) were encapsulated by the luminescent ligands such as metalloporphyrins, naphthalenes, anthracene, push-pull diketone derivatives and boron dipyrromethene(bodipy). The energy levels of the luminescent ligands were tailored to maintain the effective energy transfer process from luminescent ligands to $Ln^{3+}$ ions for getting a higher optical amplification gain. Also, key parameters for emission enhancement and efficient energy transfer pathways for the sensitization of $Ln^{3+}$ ions by luminescent ligands were investigated. Furthermore, to enhance the optophysical properties of novel luminescent $Ln^{3+}$ complexes, aryl ether-functionalized dendrons as photon antennas have been incorporated into luminescent $Ln^{3+}$ complexes, yielding novel $Ln^{3+}$-cored dendrimer complex such as metalloporphyrins, naphthalenes, and anthracenes bearing the Fr$\acute{e}$chet aryl-ether dendrons, namely, ($Er^{3+}-[Gn-Pt-Por]_3$ (terpy), $Er^{3+}-[Gn-Naph]_3$(terpy) and $Er^{3+}-[Gn-An]_3$(terpy)). These complexs showed much stronger near-IR emission bands at 1530 nm, originated from the 4f-4f electronic transition of the first excited state ($^4I_{13/2}$) to the ground state ($^4I_{15/2}$) of the partially filled 4f shell. A significant decrease in the fluorescence of metalloporphyrins, naphthalenes and anthracene ligand were accompanied by a strong increase in the near IR emission of the $Ln^{3+}$ ions. The near IR emission intensities of $Ln^{3+}$ ions in the lanthanide(III)-encapsulated dendrimer complexes were dramatically enhanced with increasing the generation number (n) of dendrons, due to the site-isolation and the light-harvesting(LH) effects. Furthermore, it was first attempted to distinguish between the site-isolation and the light-harvesting effects in the present complexes. In this review, synthesis and photophysical studies of inert and stable luminescent $Ln^{3+}$ complexes will be dealt for the advanced photonics applications. Also, the review will include the exploratory investigation of the key parameters for emission enhancement and the effective energy transfer pathways from luminescent ligands to $Ln^{3+}$ ions with $Ln^{3+}$-chelated prototype complexes.

• Wind and Structures
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• 제31권2호
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• pp.103-142
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• 2020

One of the next frontiers in structural wind engineering is the design of tall buildings using performance-based approaches. Currently, tall buildings are being designed using provisions in the building codes and standards to meet an acceptable level of public safety and serviceability. However, recent studies in wind and earthquake engineering have highlighted the conceptual and practical limitations of the code-oriented design methods. Performance-based wind design (PBWD) is the logical extension of the current wind design approaches to overcome these limitations. Towards the development of PBWD, in this paper, we systematically review the advances made in this field, highlight the research gaps, and provide a basis for future research. Initially, the anatomy of the Wind Loading Chain is presented, in which emphasis was given to the early works of Alan G. Davenport. Next, the current state of practice to design tall buildings for wind load is presented, and its limitations are highlighted. Following this, we critically review the state of development of PBWD. Our review on PBWD covers the existing design frameworks and studies conducted on the nonlinear response of structures under wind loads. Thereafter, to provide a basis for future research, the nonlinear response of simple yielding systems under long-duration turbulent wind loads is studied in two phases. The first phase investigates the issue of damage accumulation in conventional structural systems characterized by elastic-plastic, bilinear, pinching, degrading, and deteriorating hysteretic models. The second phase introduces methods to develop new performance objectives for PBWD based on joint peak and residual deformation demands. In this context, the utility of multi-variate demand modeling using copulas and kernel density estimation techniques is presented. This paper also presents joined fragility curves based on the results of incremental dynamic analysis. Subsequently, the efficiency of tuned mass dampers and self-centering systems in controlling the accumulation of damage in wind-excited structural systems are investigated. The role and the need for explicit modeling of uncertainties in PBWD are also discussed with a case study example. Lastly, two unified PBWD frameworks are proposed by adapting and revisiting the Wind Loading Chain. This paper concludes with a summary and a proposal for future research.

• 한국조경학회지
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• 제38권1호
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• pp.107-118
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• 2010

왕조시대의 궁궐은 그 나라의 문화와 예술을 대표할 수 있는 집합체이며, 궁궐은 왕과 그 일가족들의 신분과 안전을 보장하고 문화적인 생활을 영위하기 위한 공간과 한 국가를 통치하기 위한 정치적 행위의 장소로 사용되었다. 조선시대의 왕들은 그들의 사상적 배경인 성리학을 건국이념으로 삼았다. 그리고 그들 사상을 되새기고자 방지와 원도 등을 조성하였고, 이 방지는 조선시대 궁궐조경의 가장 뚜렷한 특징이다. 이러한 조선궁궐 내 지당(池塘)의 형태를 파악하고 그 변화 과정을 살펴봄으로써 원형의 복원에 대한 의견을 제시하고 지당조성에 깃든 철학을 다시 한 번 되새기는 기회가 될 것으로 생각한다. 본 연구는 조선시대 궁궐 중 그 원형이 가장 잘 보존된 창덕궁(昌德宮)을 대상으로 이전의 특정기록을 시점으로 하여 원형이 보존된 지당, 변형이 된 지당, 그리고 멸실된 지당을 찾거나 그 위치를 추정하기 위해 수행되었다. 그리고 원형이 유지되고 있는 지당, 형태가 변형된 지당, 멸실된 지당의 위치추정, 후대에 발견된 지당 등으로 구분하여 고찰하였다. 동궐도(東闕圖)상에 나타난 지당의 총 개수는 17개소이며, 원형이 유지되고 있는 지당은 4개소, 형태가 변형된 지당은 5개소, 멸실된 지당은 8개소이며, 새로 나타난 지당은 2개소로 고찰하였다. 그리고 도출된 결과로 복원 및 복구의 의견을 제시하였다. 오늘날처럼 지식과 정보가 순간 이동되고 문화와 국경의 구분까지도 모호하게 혼합되어 가는 상황에서 우리의 마음속에 공통적으로 내재되어 이어지는 전통 문화의 하나인 방형 지당을 현 시점에서 점검하고자 본 연구가 수행되었다.

• 한국구조물진단유지관리공학회 논문집
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• 제23권1호
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• pp.71-77
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• 2019

지지력이 큰 하부지반에 구조물의 하중을 전달하기 위한 방안으로 말뚝기초가 대부분 적용되고 있다. 이 연구에서는 접합부에 보강되는 철근량에 따라 반복하중 하에서 프리캐스트공법과 철근 및 속채움 콘크리트로 말뚝머리부를 보강한 철근콘크리트 말뚝(HPC)과 기초 접합부 거동을 실험을 통해 평가하였다. 철근량에 변화에 따라 제작된 두 종류의 접합부 실험체의 균열패턴과 파괴거동은 유사한 수준으로 평가되었다. 철근량 1.77배 증가에 기인하여 BS-H25 실험체는 BS-H19 실험체에 비해 최고하중은 약 1.47배 증가하였지만 연성비는 정가력시 76%, 부가력시 70% 수준을 나타내었다. 강성감소는 접합부 철근 항복 이후 BS-H19 실험체와 BS-H25 실험체는 정가력시 초기강성의 약 66% ~ 71% 수준으로 부가력시 54% ~ 57% 수준으로 감소되었고 BS-H25 실험체가 평균 13% 높은 강성값을 나타내었다. 극한하중 상태에서의 BS-H19와 BS-H25 실험체의 누적 에너지 소산량은 사용하중 상태에 비해 약 5.5배 및 6.6배 큰 값으로 측정되었다.