• Journal of the Korea Concrete Institute
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• v.24 no.2
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• pp.147-156
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• 2012

In recent years, many high-rise buildings have been constructed in irregular structural system with inclined columns, which may have effect on the structural behavior of beam-column joints. Since the external load leads to shear and flexural forces on the inclined columns in different way from those on the conventional vertical columns, failure mode, resistant strength, and ductility capacity of the inclined column-beam joints may be different than those of the perpendicular beam-column joints. In this study, six RC inclined beam-column joint specimens were tested. The main parameter of the specimens was the angle between axes of the column and beam (90, 67.5, and 45 degree). Test results indicated that the structural behavior of conventional perpendicular beam-column joint was different to that of the inclined beam-column joints, due to different loading conditions between inclined and perpendicular beam-column joints. Both upper and lower columns of perpendicular beam-column joints were subjected to compressive force, while the upper and lower columns of the inclined beam-column joints were subjected to tensile and compressive forces, respectively.

• Fire Science and Engineering
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• v.16 no.2
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• pp.43-50
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• 2002

21C, Multiplex Cinema Theater is made from movie industry developed and become a place where we can spend our free time and consuming. But, theater users, who are many and unspecified persons, are short of information on the Multiplex Cinema Theater, so that they may be injured or killed at the occurrence of fire accident. Particularly, Multiplex Cinema Theater is a place that underground space or top floor in highrise building had many people in theaters. However, this problem is difficult to solve that to protect human being and properties at the occurrence of fire accident in the Multiplex Cinema Theater, In order to overcome such problems, Multiplex Cinema Theater need fire protection solutions facilities concerning particulars to pay attention to the safety on a fire and evacuation. This study analysed Multiplex Cinema Theater concept and computer simulation for risk point.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.15 no.3
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• pp.271-277
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• 2004

A Si(Silicon) MEMS(Micro Electro Mechanical System) package using a doped lossy Si carrier for CPW(Coplanar Waveguide) MMICs(Microwave and Millimeter-wave Integrated Circuits) is proposed in order to reduce parasitic problems of leakage, coupling and resonance. The proposed chip-carrier scheme is verified by fabricating and measuring a GaAs CPW on the two types of carriers(conductor-back metal, doped lossy Si) in the frequency from 0.5 to 40 ㎓. The proposed MEMS package using the lightly doped lossy(15 Ω$.$cm) Si chip-carrier and the HRS(High Resistivity Silicon, 15 ㏀$.$cm) shows the optimized loss and parasitic problems-free since the doped lossy Si-carrier effectively absorbs and suppresses the resonant leakage. The Si MEMS package for CPW MMICs has an insertion loss of only - 2.0 ㏈ and a power loss of - 7.5 ㏈ at 40 ㎓.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.02a
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• pp.302-302
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• 2012

최근 비 휘발성 메모리 시장의 확대와 수요가 많아지면서, 비휘발성 메모리 소자의 제작에 대한 연구가 활발히 진행되고 있다. 특히, 실리사이드 나노입자를 적용한 소자는 현 실리콘 기반의 반도체 공정의 적용이 용이하다. 따라서 본 연구에서는 실리사이드 계열의 화합물 중에서 일함수가 4.63 eV인 Vanadium silicide (V3Si) 나노입자 메모리소자를 제작하여 전기적 특성과 열 안정성에 대하여 알아보았다. p-Si기판에 약 6nm 두께의 SiO2 터널층을 건식 산화 방법으로 성장시킨 후 V3Si 나노입자를 제작하기 위해서 V3Si 금속박막을 스퍼터링 방법으로 4 nm~6 nm의 두께로 터널 절연막 위에 증착시켰다. 그리고 컨트롤 절연막으로 SiO2를 초고진공 스퍼터를 이용하여 50 nm 증착하였고, 급속 열처리 방법으로 질소 분위기에서 $800^{\circ}C$의 5초 동안 열처리하여 V3Si 나노 입자를 형성하였다. 마지막으로 200 nm두께의 Al을 증착하고, 리소그래피 공정을 통하여 채널 길이와 너비가 각각 $2{\mu}m$, $5{\mu}m$, $10{\mu}m$를 가지는 트랜지스터를 제작하였다. 제작된 시편의 V3Si 나노입자의 크기와 균일성은 투과 전자 현미경으로 확인하였고, 후 열처리 공정 이후 V3Si의 존재여부의 확인을 위해서 X-ray 광전자 분광법의 표면분석기술을 이용하여 확인하였다. 소자의 전기적인 측정은 Agilent E4980A LCR meter, 1-MHz HP4280A와 HP 8166A pulse generator, HP4156A precision semiconductor parameter analyzer을 이용하여 측정온도를 $125^{\circ}C$까지 변화시키면서 전기적인 특성을 확인하였다. 본 연구에서는 온도에 선형적 의존성을 가지는 전하누설 모델인 T-model 을 이용하여 나노입자 비휘발성 메모리소자의 전하누설 근원을 확인한 후, 메모리 소자의 동작 특성과의 물리적인 연관성을 논의하였다. 이를 바탕으로 나노입자 비휘발성 메모리소자의 열적안정성을 확보하고 소자 특성향상을 위한 최적화 구조를 제안하고자 한다.

• Proceedings of the Korean Vacuum Society Conference
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• 2010.02a
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• pp.132-132
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• 2010

3-5족 화합물 반도체는 직접천이형 반도체이며, 여러가지 우수한 특성으로 인하여 고효율의 태양전지물질로 각광을 받고 있다. 또한 3중접합 구조를 이용한 집광형태양전지의 경우, 40% 이상의 높은 효율을 보인다고 보고 되고 있다. 이러한 고효율 태양전지를 실리콘 기판위에 성장할 경우, 대면적에서의 태양전지제작이 가능해지며, 단가절감이 가능할 것이라고 예상된다. 하지만, 하부셀로 사용되는 게르마늄과 실리콘의 4.2%의 격자상수차이로 인하여, 고품질의 게르마늄 박막을 실리콘 기판위에 성장하는 데에 있어서 많은 문제점이 있으며, 이러한 문제점을 극복하기 위하여, 저온에서 성장한 게르마늄 박막을 완충층으로 사용하는 2단계 성장법이 제안되었다. 하지만, 2단계 성장법에서 저온 완충막의 성장조건이 게르마늄 박막에 미치는 영향은 명확하지 않다. 본 연구팀은 초고진공 화학기상증착법을 이용하여 순수 게르마늄 박막을 실리콘 기판 위에 성장하였으며, 저온 완충막의 두께를 20 nm에서 120 nm까지 변화시켜서, 완충막의 두께가 게르마늄박막에 미치는 영향에 대해서 연구해 보았다. 그 결과, 40 nm이하의 두께를 갖는 완충막을 사용할 경우, 박막 내부에 실리콘 게르마늄을 형성하면서, 거친 표면이 형성되었다. 반면에, 40 nm보다 두꺼운 완충막을 사용할 경우 평탄한 표면을 갖는 순수게르마늄박막이 형성되었다. 이를 통해서, 순수 게르마늄박막 성장을 위해서는 일정 두께 이상의 저온 완충막이 사용되어야함을 알 수 있었다. 또한 게르마늄박막의 관통 전위 밀도를 분석해 본 결과 완충막의 두께가 80 nm까지 두꺼워짐에 따라서 초기에는 관통전위밀도가 $1.2\;{\times}\;10^6\;cm^{-2}$ 까지 감소하는 경향을 보였으나, 완충막의 두께가 더욱 증가할 경우 관통전위밀도가 증가하였다. 이러한 결과를 바탕으로 저온 완충막의 두께를 조절함으로써 최적화된 게르마늄의 성장이 가능함을 확인할 수 있었다.

• Proceedings of the Korean Vacuum Society Conference
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• 2013.08a
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• pp.213-213
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• 2013

화합물 반도체 양자점(Quantum dots; QDs)은 높은 효율의 광전자 소자에 적용할 수 있기 때문에 이분야에 대한 연구가 활발히 진행되고 있지만 주로 III-V 족 화합물 반도체에 대한 연구가 주를 이룬 반면 II-VI 족 화합물 반도체에 대한 연구는 아직 미흡하다. 하지만 II-VI 족 화합물 반도체는 III-V 족 화합물 반도체와 비교했을 때 더 큰 엑시톤 결합에너지(exciton binding energy)를 가지는 우수한 특성을 보이고 있으며 이러한 성질을 가지는 II-VI 족 화합물 반도체 중에서도 넓은 에너지 갭을 가지는 $Cd_xZn_{1-x}Te$ 양자점은 녹색 영역대의 광전자 소자로서 활용되고 있다. 현재 대부분의 $Cd_xZn_{1-x}Te$ 양자점 구조는 기판과 완충층 (buffer layer) 사이의 작은 격자 부정합(lattice mismatch) 때문에 GaAs 기판을 이룬 반면 Si기판을 이용한 연구는 미흡하다. 하지만 Si 기판은 GaAs 기판에 비해 값이 싸고, 여러 분야에 응용이 가능하며 대량생산이 가능하다는 이점을 가지고 있어 초고속, 초고효율 반도체 광전소자의 제작을 가능케 할 것으로 기대된다. 또한 양자점의 고효율 광전소자에 응용을 위해서는 Si 기판 위에 양자점의 크기를 효율적으로 조절하는 연구 뿐 아니라 양자점의 크기에 따른 운반자 동역학에 대한 연구도 중요하다. 본 연구에선 분자선 에피 성장법(Molecular Beam Epitaxy; MBE)을 이용하여 Si 기판위에 성장한 $Cd_xZn_{1-x}Te/ZnTe$ 양자점의 크기에 따른 광학적 특성을 연구하였다. 저온 광 루미네센스 (PhotoLuminescence; PL) 측정 결과 양자점의 크기가 증가함에 따라 더 낮은 에너지영역으로 피크가 이동하는 것을 확인하였다. 그리고 시분해 광루미네센스 측정 결과 $Cd_xZn_{1-x}Te/ZnTe$ 양자점의 크기가 증가함에 따라 소멸 시간이 긴 값을 갖는 것을 관찰 하였는데, 이는 양자점의 크기가 증가함에 따라 엑시톤 진동 세기가 감소하였기 때문이다. 또한 온도 의존 광루미네센스 측정 결과 양자점의 크기가 증가함에 따라 열적 활성화 에너지가 증가하는 것을 관찰 하였는데, 이는 양자점의 운반자 구속효과가 증가하였기 때문이다. 이와 같은 결과 Si 기판 위에 성장한 $Cd_xZn_{1-x}Te/ZnTe$ 양자점의 크기에 따른 광학적 특성에 대해 이해 할 수 있었다.

• Journal of the Architectural Institute of Korea Structure & Construction
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• v.35 no.7
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• pp.171-178
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• 2019

Auto Climbing Formwork System (ACS) for construction of high-rise building is a construction method for automatically lifting the formwork system supported by the anchor on the pre-constructed concrete wall. It has excellent construction speed and quality, but it has the possibility of structural failure depending on the quality of concrete and also has low economical efficiency due to the use of foreign technology. In order to overcome these problems, this study conducted an optimum design for the development of a new concept of Corner Supported Auto Climbing System (CS-ACS) in conjunction with the development of corner steel-reinforced concrete core wall system. For the design the formwork system, the basic module and structural member compositions were planned, and the structural analysis program was used to analyze the optimum member's cross section and spacing. As a result, the horizontal displacement and the stress of the horizontal members were influenced by the spacing more than the cross-section of the member. On the other hand, vertical members did not affect the displacement and stress of the formwork system. The form tie was very effective in controlling the displacement when adjusting the spacing of the horizontal members, but when the spacing of the form tie is more than 1,500mm, it is analyzed that form tie is yielding in basic module. When the span of the formwork system is more than 30m, it is analyzed that the basic module needs to be changed because of the increase of overall displacement.

• The Journal of the Petrological Society of Korea
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• v.11 no.3_4
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• pp.234-249
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• 2002

The Miwon-Boeun area in the central and northern part of Okcheon metamorphic zone, Korea, is composed of Okcheon Supergroup and Mesozoic Cheongju and Boeun granitoids which intruded it. The Okcheon Supergroup consists mainly of quartzite (Midongsan Formation), meta-calcareous rocks (Daehyangsan Formation, Hwajeonri Formation), meta-psammitic rocks (Unkyori Formation), meta-politic rocks (Munjuri Formation), meta-conglomeratic rocks (Hwanggangni Formation) in the study area, showing a zonal distribution of NE trend. Its' general trend is locally changed into NS to EW trend in and around high-angle fault of NS or NW trend. This study focused on deformation history of the Okcheon Supergroup, suggesting that the geological structure was formed at least by four phases of deformation. (1) The first phase of deformation occurred under ductile shear deformation of top-to-the southeast movement, forming sheath fold or A-type fold, asymmetric isoclinal fold, NW-SE trending stretching lineation. (2) The second phase of deformation took place under compression of NW-SE direction, forming subhorizontal, tight upright fold of M trend in the earlier phase, and formed semi-brittle thrust fault (Guryongsan Thrust Fault) of top-to-the southeast movement and associated snake-head fold in the later phase. (3) The third phase of deformation formed subhorizontal, open recumbent fold through gravitational or extensional collapses which might be generated from crustal thickening and gravitational instability. (4) The fourth phase of deformation formed moderately plunging, steeply inclined kink fold related to high-angle faulting, being closely connected with the local change of NE-trending regional foliation into NS to EW direction of strike in the vicinity of the high-angle fault.

• Journal of the Korea Institute of Building Construction
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• v.9 no.4
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• pp.119-129
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• 2009

Building construction trends have been changed dramatically in terms of size and mass. With the need to maximize land usage, there has been an increase in the construction of high-rise buildings. This affects not only the entire construction duration and cost, but also subsequent construction activities, such as work to increase underground facilities and in reclamation land area construction. These types of site conditions require soft ground reinforcement and the proper uplift water pressure treatment. In general, two kinds of methods have been used for uplift water pressure treatment systems. However, there have been some problems arising as the result of a lack of research and analysis on underground construction techniques, and a reliance on experiments over actual survey and analysis of site conditions. This paper focused on the problems of conventional selection procedure, by analyzing drawings and proposing a kind of modeling for a reasonable procedure. The results were applied to OO project as a sample construction case to be verified in this research. The initial plan in the case project was the Rock Anchor System. However, as there were terrible miscalculations of basic site conditions that had an extraordinary influence on the underground water level, such as the site's proximity to the Han-river, it was necessary to change the plan to include apermanent drainage system. This achieved a direct construction cost reduction \ 406,702,000 and a maximum sayings of 4% of operational cost, based on the 50-year building Life Cycle Cost.

• Journal of the Korea Institute of Building Construction
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• v.10 no.3
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• pp.99-111
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• 2010

In recent years, the number of high-rise building construction projects has grown, and the number of construction safety accidents has also been increasing. Therefore, the objective of this study is to propose plans to prevent accidents by systematically organizing accident principles and developing a tree diagram for the process of safety accidents that occur in the construction industry. This study aims to show the diverse characteristics of construction accidents based on KOSHA's annual reports on safety accidents(burial, conflagration, explosion, burn) from 1993 to 2009. To achieve these objectives, in this study we first examined the risk factors for burial, conflagration, explosion, and burn. We then systematically organized the classification viewpoint of accident causes, and suggested a methodology for the rationalization of safety management through an analysis of the primary causes of accidents by work type. The results of this study based on this methodology can be divided into three areas: 1)the types of facilities were divided into 43 categories by analyzing the information of KOSHA's annual reports; 2)the causes of burial, conflagration, explosion, and burn were divided into 63types; 3)the types of work were divided into 29 categories.