• 한국측량학회지
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• 제25권1호
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• pp.63-68
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• 2007

The computations of an ultra-high degree associated Legendre functions and its first derivative up to degree and order of 10800 are reported. Not only the magnitude of orders for the ultra-high degree calculation is presented but the numerical stability and accuracy of the computed values are described in detail. The accuracy on the order of $10^{-25}\;and\;10^{-15}$ was obtained for the values of Legendre function and the first derivatives of Legendre functions, respectively. The computable highest degree and order of Legendre function in terms of latitudes and the linear relationship between the magnitude of the function with respect to degrees and orders is found. It is expected that the computed Legendre functions contribute in many geodetic and geophysical applications for simulations as well as theoretical verifications.

• 인터넷정보학회논문지
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• 제22권3호
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• pp.1-8
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• 2021

가상 현실 공간에서 head-mounted display(HMD)를 통한 실감형 미디어를 제공하기 위해서는 초고화질 및 초고해상도의 전방위 360도 영상 전송이 필요하고, 이는 높은 대역폭 및 연산량을 요구한다. 이를 극복하기 위해 360도 영상에 대한 타일 기반 분할 기법을 사용하여 사용자 시점 기반 선택적 스트리밍 기법이 사용될 수 있다. 본 논문은 16K 초고화질 360도 영상 및 종래에 널리 쓰이는 4K 360도 영상에서의 사용자 시점 기반 타일 스트리밍 기법의 성능 평가를 소개한다. 16K 초고화질 360도 영상에 타일 스트리밍 기법을 적용하였을 때, 영상 전체 부호화 및 전송 방법 대비 42.47%의 bjotegaard delta rate(BD-rate) 절감을 확인하였고, 4K 360도 영상 타일 스트리밍 시 26.41%의 BD-rate 절감이 이루어지는 것을 확인하였다. 따라서, 타일 스트리밍이 초고해상도 영상에 더 효율적임을 확인하였다.

• Tribology and Lubricants
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• 제27권1호
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• pp.13-18
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• 2011

The ultra-precision products which recently experienced high in demands had included the large areas of most updated technologies, for example, the semiconductor, the computer, the aerospace, the media information, the precision machining. For early 21st century, it was expected that the ultra-precision technologies would be distributed more throughout the market and required securing more nation-wise advancements. Furthermore, there seemed to be increasing in demand of the single crystal diamond tool which was capable of the ultra-precision machining for parts requiring a high degree of complicated details which were more than just simple wrapping and policing. Moreover, the highest degree of precision is currently at 50 nm for some precision parts but not in all. The machining system and technology should be at very high performed level in order to accomplish this degree of the ultra-precision.

• 대한토목학회논문집
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• 제29권1D호
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• pp.161-166
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• 2009

고해상도, 고정밀도의 초고차항 전 지구 중력장모델은 현대측지학, 지구물리학, 지구동력학 및 해양학 등 다양한 과학 분야의 발전에 있어서 매우 중요한 의미를 가지고 있다. 본 연구에서는 최근 미국 국가지형정보국(NGA)에서 발표한 초고차항 중력장모델 EGM2008을 소개하고, 초고차항 중력장모델 개발에 있어서의 문제점과 연구현황을 살펴보았으며, 남한지역에서 의 정확도를 분석하였다. 우선 EGM2008을 기존의 전 지구 중력장모델 EGM96 및 한국의 고정밀 합성 지오이드모델인 KGEOID08과 모델 간 정밀도를 비교하였고, 위성측지기준점의 타원체고와 정표고를 이용해 절대 정확도를 평가하였다. 전반적으로 EGM2008은 KGEOID08과 비슷한 높은 정확도를 보였으며, 이는 향후 지역적 지오이드의 개발 또는 전 지구적인 중력장 분석에 큰 도움을 줄 것으로 판단된다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 추계 학술논문 발표대회
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• pp.13-14
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• 2014

Ultra high performance concrete (UHPC) consists of cement, silica fume (SF), sand, fibers, water and superplasticizer. Typical water/binder-ratios are 0.15-0.20 with 20-30% of silica fume. The development off properties of hardening UHPC relates with both hydration of cement and pozzolanic reaction of silicafume. In this paper, by considering the production of calcium hydroxide in cement hydration and its consumption in the pozzolanic reaction, a numerical model is proposed to simulate the hydration of UHPC. The degree of hydration of cement and degree of reaction of silica fume are obtained as accompanied results from the proposed hydration model. The properties of hardening UHPC, such as degree of hydration of cement, calcium hydroxide contents, and compressive strength, are predicted from the contribution of cement hydration and pozzolanic reaction. The proposed model is verified through experimental data on concrete with different water-to-binder ratios and silica fume substitution ratios.

• Korean Journal of Geomatics
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• 제2권1호
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• pp.7-15
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• 2002

Recent development of ultra-high and high degree Earth geopotential model opens new avenues to determine the Earth gravity field through spectral techniques to a very high accuracy and resolution. However, due to data availability, quality, and type, the performance of these new EGMs needs to be validated in regional or local scale geoid modeling. For establishing the best reference surface of geoid determination, recent geopotential models are evaluated using GPS/Leveling-derived geometric geoid and the Korean gravimetrical GEOID (KGEOID98) developed by National Geography Institute in 1998. Graphical and statistical comparisons are made for EGM96, GFZ97, PGM2000A and GPM98A models. The mean and standard deviation of difference between geometric height and geoid undulation calculated from GFZ97 are $1.9\pm{46.7}\;cm$. It is shown that the GFZ97 and the GPM98A models are better than the others in the Korean peninsula because the GFZ97 has a smaller bias. It means that the KGEOID98 needs some improvement using the GFZ97 instead of EGM96.

• 한국건축시공학회지
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• 제14권3호
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• pp.273-284
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• 2014

Ultra-high-performance concrete (UHPC) consists of cement, silica fume (SF), sand, fibers, water and superplasticizer. Typical water/binder ratios are 0.15 to 0.20 with 20 to 30% silica fume. In the production of ultra-high performance concrete, a significant temperature rise at an early age can be observed because of the higher cement content per unit mass of concrete. In this paper, by considering the production of calcium hydroxide in cement hydration and its consumption in the pozzolanic reaction, a numerical model is proposed to simulate the hydration of ultra-high performance concrete. The heat evolution rate of UHPC is determined from the contributions of cement hydration and the pozzolanic reaction. Furthermore, by combining a blended-cement hydration model with the finite-element method, the temperature history in the hardening of UHPC is evaluated using the degree of hydration of the cement and the silica fume. The predicted temperature-history curves were compared with experimental data, and a good correlation was found.

• Structural Engineering and Mechanics
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• 제61권6호
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• pp.711-719
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• 2017

This study investigates the effects of reinforcing bar diameter and cover depth on the shrinkage behavior of restrained ultra-high-performance fiber-reinforced concrete (UHPFRC) slabs. For this, twelve large-sized UHPFRC slabs with three different rebar diameters ($d_b=9.5$, 15.9, and 22.2 mm) and four different cover depths (h=5, 10, 20, and 30 mm) were fabricated. In addition, a large-sized UHPFRC slab without steel rebar was fabricated for evaluating degree of restraint. Test results revealed that the uses of steel rebar with a large diameter, leading to a larger reinforcement ratio, and a low cover depth are unfavorable regarding the restrained shrinkage performance of UHPFRC slabs, since a larger rebar diameter and a lower cover depth result in a higher degree of restraint. The shrinkage strain near the exposed surface was high because of water evaporation. However, below a depth of 18 mm, the shrinkage strain was seldom influenced by the cover depth; this was because of the very dense microstructure of UHPFRC. Finally, owing to their superior tensile strength, all UHPFRC slabs with steel rebars tested in this study showed no shrinkage cracks until 30 days.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 추계 학술논문 발표대회
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• pp.27-28
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• 2019

In this study, the characteristics of compressive strength of ultra high strength concrete supplied with moisture from outside by vacuum water absorbing curing method were investigated. Specimens were prepared by replacing the binder(Silifa fume and GGBS) by 25 wt% with respect to the weight of cement at W/B 0.16. Each specimen was subjected to water Vacuum absorbing curing time 0 min, 30 min, 60 min, 90 min and 120 minutes immediately after the demolding. Curing was performed at $20^{\circ}C$ Air-dry curing, $90^{\circ}C$ steam curing, $90^{\circ}C$ steam curing and $180^{\circ}C$ autoclave curing. Experimental results showed that water absorbing degree increased with increasing water absorbing curing time, and BS25 sample had higher water absorbing degree than SF25 sample at same time. Compressive strength tended to increase up to about 40% in water absorbing degree, but compressive strength decreased again in water absorbing more than 40%.

• 대한토목학회논문집
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• 제32권5A호
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• pp.317-325
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• 2012

본 연구에서는 초고성능 섬유보강 콘크리트(Ultra High Performance Fiber Reinforced Concrete, UHPFRC)의 구속 상태에서의 수축 거동을 평가하고자 국내 외에서 가장 보편적으로 사용되는 링-테스트(ring-test)를 이용하여 구속 수축 실험을 수행하였다. 특히, 다양한 구속도에서의 수축 거동을 평가하기 위하여 내부 강재 링의 두께와 내부 반경을 달리하여 실험을 수행하였으며, 자유 수축과 인장강도 실험을 수반하여 구속도 및 응력 이완, 수축 균열 가능성 등을 복합적으로 평가하였다. 실험 결과 내부 링의 두께가 증가할수록 내부 링의 평균 변형률과 잔류 인장응력은 감소하였으며, 반면에 구속도는 증가하는 경향을 보였다. 내부 링의 반경에 따라서는 변형률 및 잔류 인장응력, 구속도의 차이가 거의 없는 것으로 나타났다. 모든 시험체에서 잔류 인장응력이 인장강도에 비해 작은 것으로 나타났으며, 수축 균열은 발생하지 않았다. 지속적으로 작용하는 계면 구속 하중에 의해 탄성 수축 응력의 약 39~65%가 이완되는 것으로 나타났으며, 최대 이완 응력은 내부 링의 두께가 두꺼울수록 증가하는 것으로 나타났다. 마지막으로 본 연구에서는 비선형 회귀분석을 수행하여 재령에 따라 변하는 구속도를 예측하였으며, 실험 결과와 잘 일치하는 것으로 나타났다.