• 한국방사선학회논문지
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• 제14권1호
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• pp.1-6
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• 2020

본 연구에서는 전자선 치료에서 전자선 선량 측정 시 교차교정이 필요한 기존 평행평판형이온함을 대체하고자 하였다. 광도전성 반도체 화합물 HgI₂를 사용하여 선량계로 제작하였으며, 선형가속기에서 6, 9, 12 MeV 전자선에 대한 HgI₂ 선량계의 특성을 분석하였다. 그리고 기존 선량계와의 대체가능성과 전자선 선량계로서의 적용 가능성을 평가하고 전자선 선량계 개발의 기초연구로써 활용하고자 하였다. 재현성 평가결과, RSD는 6, 9, 12 MeV 에너지에서 각각 0.4246%, 0.5054%, 0.8640%로 나타나 출력 신호가 안정적인 것을 나타내었다. 선형성 평가결과, 직선형 추세선의 신뢰도 지표 R²값은 6 MeV에서 0.9999, 9 MeV에서 0.9996, 12 MeV에서 0.9997로 나타나 선량이 증가함에 따라 HgI₂에 출력 신호가 비례한 것을 확인할 수 있었다. 본 연구의 HgI₂ 선량계는 전자선 측정 적용가능성이 매우 높은 것으로 판단되며, 전자선 검출에 대한 기초연구로 활용될 수 있을 것으로 사료된다.

• Structural Monitoring and Maintenance
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• 제7권3호
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• pp.167-193
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• 2020

In this paper, the behavior of interior steel fiber reinforced concrete beam - column joints (BCJs) under cyclic loading is investigated. An experimental program including tests on twelve reinforced concrete (BCJs) specimens under cyclic loading was carried out. The test specimens are divided into two groups having different geometry: group (G1) (symmetrical BCJs specimens) and group (G2) (nonsymmetrical BCJs specimens). The parameters considered in this study are the steel fibers (SFs) content by volume of concrete (V_f), the spacing of shear reinforcement at the joint region, and the area of longitudinal flexural reinforcement. Test results show that the addition of 0.5% SFs with stirrups spacing S=S_max has effectively enhanced the overall performance of BCJs with respect to energy dissipation, ductility ratio, spreading and width of cracks. The failure of specimens is governed mainly by the formation of a plastic hinge at the face column and outside the beam-column junction. Secondary shear cracks were also observed in the beam-column junctions.

• 한국세라믹학회지
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• 제40권12호
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• pp.1165-1169
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• 2003

이중 이온빔 스퍼터링(Dual ion-beam sputtering)을 사용하여 보조이온건의 Ar/O$_2$가스유량 변화에 따라 Si-(III) 기판과 glass에 Ta$_2$O$_{5}$ 박막을 증착시켰다. 보조 이온총의 산소 가스량의 비가 감소함에 따라서 증착되는 Ta$_2$O$_{5}$ 박막의 성장속도는 감소하였으며, 굴절률은 $O_2$ 가스의 양이 0∼12sccm인 범위에서 2.09(at 1550nm)로 일정한 값을 나타내었다. Ar:O$_2$가 3: 12인 조건에서 화학양론 조성인 Ta$_2$O$_{5}$를 형성하였으며, 표면 거칠기도 가장 작은 값을 나타내었다.나타내었다.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2015년도 제49회 하계 정기학술대회 초록집
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• pp.119-119
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• 2015

Ion beam sputtering has been widely used in Secondary Ion Mass Spectrometry (SIMS), X-ray Photoelectron Spectroscopy (XPS), and Auger Electron Spectroscopy (AES) for depth profile or surface cleaning. However, mainly due to severe matrix effects such as surface composition change from its original composition and damage of the surface generated by ion beam bombardment, conventional sputtering skills using mono-atomic primary ions with energy ranging from a few hundred to a thousand volts are not sufficient for the practical surface analysis of next-generation organic/inorganic device materials characterization. Therefore, minimization of the surface matrix effects caused by the ion beam sputtering is one of the key factors in surface analysis. In this work, the electronic structure of a $Ta_2O_5$ thin film on $SiO_2/Si$ (100) after Ar Gas Cluster Ion Beam (GCIB) sputtering was investigated using X-ray photoemission spectroscopy and compared with those obtained via mono-atomic Ar ion beam sputtering. The Ar ion sputtering had a great deal of influence on the electronic structure of the oxide thin film. Ar GCIB sputtering without sample rotation also affected the electronic structure of the oxide thin film. However, Ar GCIB sputtering during sample rotation did not exhibit any significant transition of the electronic structure of the $Ta_2O_5$ thin films. Our results showed that Ar GCIB can be useful for potential applications of oxide materials with sample rotation.

• 한국세라믹학회지
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• 제42권1호
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• pp.28-32
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• 2005

이중 이온빔 스퍼터링(Dual ion-Beam Sputtering, DIBS)과 단일 이온빔 스피터링(Single ion-Beam Sputtering, SIBS)을 사용하여 기판의 온도와 보조 이온빔 에너지 변화에 따라 $Ta_{2}O_{5}$ 박막의 광학적 특성과 박막에 존재하는 응력의 변화에 과해 관찰하였다. SIBS 방법에 의해 증착되어진 박막의 굴절률은 150^{circ}C$에서 최고 2.144를 나타내었으며, $150^{circ}C$ 이상에서는 감소하였다. DIBS 방법에 의해 증착된 732린 박막은 기판의 온도가 증가함에 따라 $200^{circ}C$에서 최고 2.117의 굴절률을 나타내었다. $100^{circ}C$ 미만의 저온 DIBS 증착은 박막에 존재하는 응력을 낮추었으나 100^{circ}C 이상의 고온 증착시에는 박막에 존재하는 응력이 켰다. 보조 이온빔 어시스트 한 경우, 보조 이온빔 에너지가 250V에서 350V로 증가함에 따라 증착된 T놀달 박막의 굴절률은 2.185로 증가하였으나, $350\~650V$인 구간에서는 굴절률이 감소하는 경향을 나타냈다. 또한, 보조 이온빔 에너지가 증가함으로써 박막에 존재하는 응력이 감소하여 650 V에서 0.1834 GPa를 나타내었다.

• 한국의학물리학회지:의학물리
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• 제33권4호
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• pp.80-87
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• 2022

Purpose: Proton therapy has different relative biological effectiveness (RBE) compared with X-ray treatment, which is the standard in radiation therapy, and the fixed RBE value of 1.1 is widely used. However, RBE depends on a charged particle's linear energy transfer (LET); therefore, measuring LET is important. We have developed a LET measurement method using the inefficiency characteristic of an EBT3 film on a proton beam's Bragg peak (BP) region. Methods: A Gafchromic EBT3 film was used to measure the proton beam LET. It measured the dose at a 10-cm pristine BP proton beam in water to determine the quenching factor of the EBT3 film as a reference beam condition. Monte Carlo (MC) calculations of dose-averaged LET (LET_d) were used to determine the quenching factor and validation. The dose-averaged LETs at the 12-, 16-, and 20-cm pristine BP proton beam in water were calculated with the quenching factor. Results: Using the passive scattering proton beam nozzle of the National Cancer Center in Korea, the LET_d was measured for each beam range. The quenching factor was determined to be 26.15 with 0.3% uncertainty under the reference beam condition. The dose-averaged LETs were measured for each test beam condition. Conclusions: We developed a method for measuring the proton beam LET using an EBT3 film. This study showed that the magnitude of the quenching effect can be estimated using only one beam range, and the quenching factor determined under the reference condition can be applied to any therapeutic proton beam range.

• 한국표면공학회지
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• 제50권6호
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• pp.465-472
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• 2017

The ingot fabrication conditions related with the thermal shock bearing phase and microstructure have investigated for the rare earth zirconate ceramic material, lanthanum gadolinium zirconate, as a thermal barrier coating using electron beam evaporation method. The thermal shock resistance of the prepared ingot was evaluated by high energy electron beam irradiation. The rare earth zirconate ceramic powder was prepared by controlling the raw material powder composition of $La_2O_3$, $Gd_2O_3$ and $ZrO_2$ so as to have a composition of $(La_{0.3}Gd_{0.7})_2Zr_2O_7$ which was selected from the former study. Ingot samples were prepared under two conditions. The first condition is prepared by sintering the prepared powder mixture to form an ingot. The second condition is prepared by calcining the prepared powder mixture to form a composite phase and then sintering to form an ingot. X-ray diffraction(XRD) and Scanning Electron Microscope(SEM) were used to analyze phase forming behavior and microstructure of ingot samples. Nanoindentation method used to obtain elastic modulus and hardness of each ingot specimen. Also the stress distribution of ingot was simulated by using FEM method assuming the ingot surface was exposed to electron beam. As a results, in the case of an ingot having a network-shaped microstructure in which relatively coarse pores are included, it seems that the thermal shock resistance was higher than in the case of an ingot having a microstructure composed of relatively fine grains only or particles with the similar level size when the high energy electron beam irradiation.

• Earthquakes and Structures
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• 제25권4호
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• pp.283-296
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• 2023

This paper presents experimental and numerical studies of seismic performance on reinforced concrete (RC) wide beam (WB) joints. Two RC-WB joint specimens and one conventional RC joint specimen were fabricated using the reinforcing details of longitudinal reinforcing bars in a beam as a variable, and quasi-static cyclic loading tests were performed. The results were used to compare and analyze the load-drift ratio relationship, failure mode, and seismic performance of the specimens quantitatively. In addition, a finite element (FE) analysis of the RC-WB joint was conducted, and the rationality of the FE model was validated by comparing it with the test results. Based on the FE model, a parametric study was conducted, where the ratio of longitudinal reinforcing bars placed on the outer and inner parts of the joint (𝜌_ex/𝜌_in) was a key variable. The results showed that, in the RC-WB joint, an increase of 𝜌_ex/𝜌_in leads to more severe damage to concrete, which reduces the seismic performance of the RC-WB joints.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2003년도 가을 학술발표회 논문집
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• pp.227-234
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• 2003

This study presents the stress evaluation equations of circular column-box beam connection in steel frame piers. FEM analysis were carried out for circular column-box beam connection. Analysis models were made for design parameters such as joint angle, span length-width ratio(L/B), sectional-area ratio(S=A/sub w/A/sub f/), and circular column-box beam stiffness ratio(Ic/Ib). Analysis results were compared to the existing equation. Based on analysis results the stress evaluation equations of circular column-box beam connection are proposed by regression analysis.

• Earthquakes and Structures
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• 제13권2호
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• pp.177-191
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• 2017

In the present study, exterior beam column sub-assemblages are designed in accordance with the codal stipulations prevailed at different times prior to the introduction of modern seismic provisions, viz., i) Gravity load designed with straight bar anchorage (SP1), ii) Gravity load designed with compression anchorage (SP1-D), iii) designed for seismic load but not detailed for ductility (SP2), and iv) designed for seismic load and detailed for ductility (SP3). Comparative seismic performance of these exterior beam-column sub-assemblages are evaluated through experimental investigations carried out under repeated reverse cyclic loading. Seismic performance parameters like load-displacement hysteresis behavior, energy dissipation, strength and stiffness degradation, and joint shear deformation of the specimens are evaluated. It is found from the experimental studies that with the evolution of the design methods, from gravity load designed to non-ductile and then to ductile detailed specimens, a marked improvement in damage resilience is observed. The gravity load designed specimens SP1 and SP1-D respectively dissipated only one-tenth and one-sixth of the energy dissipated by SP3. The specimen SP3 showcased tremendous improvement in the energy dissipation capacity of nearly 2.56 times that of SP2. Irrespective of the level of design and detailing, energy dissipation is finally manifested through the damage in the joint region. The present study underlines the seismic deficiency of beam-column sub-assemblages of different design evolutions and highlights the need for their strengthening/retrofit to make them fit for seismic event.