• 한국자기학회지
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• 제20권6호
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• pp.212-215
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• 2010

비정질 Ga 박막은 벌크에 비해 높은 초전도 임계온도와 임계자기장 값을 보이나 그 특성은 불안정하여 상온에 한번 노출되면 그 초전도 특성을 잃어버리게 된다. 이 논문에서는 Ga/Al 두층 박막을 제작하여 이러한 비정질 Ga 박막의 불안정한 초전도 특성을 개선할 뿐만 아니라 기존의 스핀검출에 응용되고 있는 Al 박막을 대체할 수 있는 가능성을 연구하였다. 극초진공 분자빔박막 증착장비(UHV-MBE)를 사용하여 Ga/Al 두층 박막을 제작하고, 표면의 적절한 플라즈마 산화 처리에 의한 Ga/Al/$Al_2O_3$/Fe의 터널 접합구조를 제작하여 Ga/Al 박막의 초전도 특성을 측정하였다. 한편, Ga/Al 박막의 표면 특성은 Auger 전자 분광기를 이용하여 분석하였다.

• 전자공학회논문지SC
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• 제44권3호
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• pp.39-44
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• 2007

본 논문에서는 해양 함정 환경에서 위성 신호를 수신하기 위한 위성 탐색 및 추적 방법을 제안한다. 빠른 시간 내에 위성을 탐색하기 위한 탐색 알고리즘은 위성 신호의 주엽 뿐아니라 부엽을 이용하는 방법을 제안하였으며, 안테나가 지향하고자 하는 목표 위성을 파도 등에 의한 외란에 상관없이 항상 추적하기 위한 방법으로 부반사판을 틸팅하여 고속으로 회전하여 위성 편차를 취득하는 방법을 제안하였다. 이 방법은 주반사판과 부반사판으로 구성된 카세그레인 안테나를 기반으로 코니칼 스케닝을 구현하여 고가의 자이로 센서 등의 모션센서 없이 오차 신호를 취득하여 추적 기능을 구현하였으며, 실험을 통해 그 효용성을 보였다.

• 대한건축학회논문집:구조계
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• 제34권9호
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• pp.11-18
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• 2018

As the height of the modular buildings increases, their stability becomes more and more dependent on the core. All traditional construction methods in structural concrete and steel can be utilized for cores in modular buildings but a core system with dry connection is more desirable to complete a greater degree of factory finish and faster erection of modular buildings. In order to do that, the hybrid PC(precast concrete) panel, which has a pair of C-shaped steel beams combined at the top and bottom of a concrete wall, was developed, In this study the cyclic lateral loading test on the hybrid PC panel is carried out and the panel configurations are examined to enhance the structural performance in comparison with the RC wall. Experimental results show that the strength of hybrid PC panel is about 70% of thar ot RC wall and the anchorage of vertical reinforcing bar welded to C-shaped steel beam needs to be improved.

• 대한건축학회논문집:구조계
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• 제34권11호
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• pp.11-18
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• 2018

In this study, seven R/C beams, designed by the steel fiber with ground granulated blast furnace slag and recycled fine aggregate were constructed and tested under monotonic loading. In the material development, micromechanics was adopted to properly select the optimized range of the composite based on steady-state cracking theory and experimental studies on the matrix and interracial properties. Experimental programs were carried out to improve and evaluate the structural performance of the test specimens: the load-displacement, the failure mode, the maximum strength were assessed. Test results showed that test specimens (BSSR-20, 40, 60, 80) were increased the maximum load carrying capacity by 2~9% and the ductility capacity by 10~22% in comparison with the standard specimen (BSS) respectively. And the specimens (BSSR-100) was decreased the maximum load carrying capacity by 5% and the ductility capacity by 44% in comparison with the standard specimen (BSS) respectively.

• 대한건축학회논문집:구조계
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• 제34권11호
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• pp.27-35
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• 2018

The purpose of this study is to examine the effects of boundary RC frame(composed of one tie-beam and two tie-columns) on seismic performance of unreinforced masonry walls to suggest alternative way for seismic design of unreinforced masonry wall structures. Two test specimens are prepared, one is a typical unreinforced masonry wall and another is alternative unreinforced masonry wall with additional boundary RC frame. The structural experiments were carried out to evaluate the difference of seismic resistance performance between two test specimens with or without the boundary RC frames. From the test results, it was found that the failure mode of unreinforced masonry wall fundamentally changed from 'brittle' to 'ductile' by the installing of boundary RC frames. And, the maximum load and energy dissipation capacity of the test specimen with boundary RC frame was increased about 1.6~1.7 and 2~3 times respectively compared with a typical unreinforced masonry wall specimen.

• 대한건축학회논문집:구조계
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• 제35권10호
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• pp.155-162
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• 2019

Hybrid precast concrete panel is a wall element that is able to quickly construct the core wall structure for moderate-rise modular buildings. Hybrid precast concrete panel has unique characteristics which is a pair of C-shaped steel beams combined at the top and bottom of a concrete wall, In this study, an improved anchorage detail for vertical rebar is proposed to ensure the lateral force resistance performance of hybrid precast concrete panel emulating monolithic concrete wall. Also, the structural performance of horizontal connection is investigated experimentally with the bolt spacing parameter. And the behavior of hybrid precast concrete panel with the improved detail is compared with the monolithic concrete wall tested in a previous study. Finally, the required thickness of C-shaped steel beam to eliminate or minimize the deformation in horizontal connection is calculated by prying action equation.

• 대한건축학회논문집:구조계
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• 제34권1호
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• pp.3-10
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• 2018

This experimental investigation was conducted to observe the shear strengthening behavior of pre-damaged reinforced concrete (RC) beams strengthened with externally post-tensioning steel rods. A total of six simply supported beams - two control beams and four post-tensioned beams using external steel rods - were tested to failure in shear. The external steel rods of 18 mm or 28 mm diameter were respectively employed as post-tensioning material. The four post-tensioned beams have a V-shaped profile with a deviator (or saddle pin) located at mid-span, and the post-tensioning system increased the low load-carrying capacity and overcame a little bit of deflection caused by damage. Concretely, the load-carrying capacity and flexural stiffness were respectively increased by about 25~57% and 263~387% due to the post-tensioning when compared with the unstrengthened control beams.

• 대한방사선치료학회지
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• 제15권1호
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• pp.19-27
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• 2003

I. 목적 Total Body Irradiation(TBI)와 Half Body Irradiation(HBI), Non-Hodgkin's lymphoma, E-Wing's sarcoma, lymphosarcoma, neuroblastoma 등의 특수한 경우에 넓은 광자선 조사면($40{\times}40cm2$ 이상)이 임상적으로 사용될 수 있다. 넓은 광자선 조사면의 선량분포는 매번 실제 측정 대신 좁은 광자선 조사면 (표준 SSD 100cm, 조사면의 크기 $40{\times}40cm2$ 미만)에서 얻은 측정결과를 이용하여 보정할 수 있으나, 단 순한 계산에 의한 방법만으로는 산란 방사선의 여러 가지 요인에 의한 실제 신체 각 부위의 선량 및 그 균일성을 알기는 힘들다. 본 연구에서는 치료거리 증가에 따른 넓은 광자선 조사면의 기본 parameter(PDD, TMR, Output, Sc, Sp)를 측정하고, 좁은 광자선 조사면에서 얻은 측정결과와 비교하여 그 차이를 확인해 보고 실제 적용여부를 알아보고자 한다. II. 대상 및 방법 표준 SSD 100cm에서 Multidata water phantom을 이용하여 조사면의 크기 변화에 따라 기본parameter(PDD, TMR, Output, Sc, Sp)를 측정하였다. 먼저 SSD 180cm에서(phantom이 치료실 바닥으로 수직방향) 조사면 증가에 따른 기본 parameter를 측정하였고, SSD 350cm에서(phantom이 치료실 벽면으로 수평방향이고 horizotal beam의 측정이 가능한 mylar를 가진 small water phantom을 이용) 같은 방법으로 측정하여 서로 비교해보았다. III. 결과 및 결론 SSD 180cm과 350cm에서 측정한 parameter들이 표준 선량측정 자료와 비교해서 오차범위가 실험적 오차에 있을 정도로 큰 차이가 없었음을 알 수 있었다. 정확한 자료를 얻기 위해 anthropomorphous phantom에서 선량측정을 하거나 이런 목적을 위해 특별히 고안된 unlimited phantom을 이용한 절대값을 얻을 수 있는 선량 측정이 요구된다. 부가적으로 작은 부피의 ionization chamber 사용과 넓은 조사면에 의한 cable과 stem effect를 고려해야 할 필요가 있다.

• 대한방사선기술학회지:방사선기술과학
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• 제44권4호
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• pp.359-365
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• 2021

A heavy particle accelerator is a device that accelerates particles using high energy and is used in various fields such as medical and industrial fields as well as research. However, secondary neutrons and particle fragments are generated by the high-energy particle beam, and among them, the neutrons do not have an electric charge and directly interact with the nucleus to cause radiation of the material. Quantitative evaluation of the radioactive material produced in this way is necessary, but there are many difficulties in actual measurement during or after operation. Therefore, this study compared and evaluated the generated radioactive material in the concrete shield for protons and carbon ions of specific energy by using the simulation code FLUKA. For the evaluation of each energy of proton beam and carbon ion, the reliability of the source term was secured within 2% of the relative error with the data of the NASA Space Radiation Laboratory(NSRL), which is an internationally standardized data. In the evaluation, carbon ions exhibited higher neutron flux than protons. Afterwards, in the evaluation of radioactive materials under actual operating conditions for disposal, a large amount of short-lived beta-decay nuclides occurred immediately after the operation was terminated, and in the case of protons with a high beam speed, more radioactive products were generated than carbon ions. At this time, radionuclides of ⁴⁴Sc, ³H and ²²Na were observed at a high rate. In addition, as the cooling time elapsed, the ratio of long-lived nuclides increased. For nonparticulate radionuclides, ³H, ²²Na, and for particulate radionuclides, ⁴⁴Ti, ⁵⁵Fe, ⁶⁰Co, ¹⁵²Eu, and ¹⁵⁴Eu nuclides showed a high ratio. In this study, it is judged that it is possible to use the particle accelerator as basic data for facility maintenance, repair and dismantling through the prediction of radioactive materials in concrete according to the cooling time after operation and termination of operation.

• 태양에너지
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• 제10권3호
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• pp.60-65
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• 1990

[ $p^+$ ]형의 InP 기판($p=4{\times}10^{18}cm^{-3}$)에 일정 온도에서 S를 열 확산시켜 $n^+-p^+$ 접합을 형성하고, $n^+$형 측에 사진식각법으로 폭 $20{\mu}m$의 표면 격자상 전극을 $300{\mu}m$ 간격으로 형성한 후, 반사방지(AR) 막으로 $600{\AA}$ 두께의 SiO 박막을 증착시켜 크기 $5{\times}5{\times}0.3mm^3$의 $n^+-p^+$ InP 동종접합 태양전지를 제작하였다. S의 접합깊이는 약 $0.4{\mu}m$이었으며, 제작된 태양전지는 확산시간이 증가함에 따라 단락전류($J_{sc}$)가 증가하였고, 충진율(F.F)이 감소하였으며, 직렬저항($R_s$)과 에너지 변환효율(${\eta}$)이 증가하는 경향을 나타냈다. $5,000-9,000{\AA}$의 파장 영역에서 양호한 분광감도 특성을 나타냈으며, 단락전류, 개방전압($V_{oc}$), 충진율, 에너지 변환효율이 각각 $13.16mA/cm^2$, 0.38V, 53.74%, 10.1%인 태양전지를 제작하였다.