• 한국자기학회지
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• 제18권6호
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• pp.206-210
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• 2008

최근의 연구에 따르면 체심입방구조(bcc)를 가지는 Rh은 상자성 상태와 약간의 에너지 차를 보이며 강자성체가 된다고 한다. 이 연구에서는 bcc Rh(001) 표면의 전자구조와 자성을 일반기울기 근사 하에서 총퍼텐셜 선형보강 평면파 에너지 띠 계산방법을 이용하여 연구하였다. 표면의 자성상태는 강자성상태를 가졌으며, unrelaxed 된 경우에 표면층의 자기모멘트는 $0.48{\mu}B$로 덩치상태의 $0.43{\mu}B$에 비해 증진되었으나, 표면 바로 밑층의 자기모멘트는 $0.23{\mu}B$으로 상당히 줄어들었다. 총에너지 및 원자힘 계산을 통해 relaxed 된 구조를 구하였는데, 이 때 표면 층은 안쪽으로, 표면 바로 밑층은 바깥 쪽으로 이동하여 원래의 층간격보다 약 7.0% 줄어들었다. 이러한 층간 간격 변화는 표면 자성을 약화시켜, 표면층과 표면 바로 밑층의 자기모멘트를 $0.36{\mu}B$ 및 $0.14{\mu}B$로 줄어들게 하였다.

• 한국인쇄학회지
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• 제21권2호
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• pp.43-53
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• 2003

As information-communication network has been developed rapidly, internet users' circumstances also have been changed for the better, in result, more information can be applied than before. At this moment, there are many differences between real color and reappeared color on the CRT. When we observe a material object, our eyes perceive the multiplied form of light sources and nature spectral reflection. However, when the photographed signal is reappeared, illumination at that time of photographing and spectral reflection of a material object are converted into signal, and this converted RGB signal is observed on the CRT under another illumination. At this time, RGB signal is the reflected result of illumination at that time of photographing Therefore, this signal is influenced by the illumination at present, so it can be perceived another color. To accord the colro reflections of another color source, the study has been reported by S.C.Ahn$^{[1]}$, which study is about the color reapperarance system using neuron network. Furthermore, color reappearing method become independent of its circumstances has been reported by Y.Miyake$^{[2]}$. This method can make the same illuminations even if the observe circumstances are changed. To assume the light sources of observe circumstances, the study about color reappearing system using CCD sensor also have been studied by S.C.Ahn$^{[3]}$. In these studies, a population is fixed, first, on ab coordinates of CIE L${\ast}$a${\ast}$b${\ast}$. Then, color reappearing can be possible using every population and existing digital camera. However, the color is changed curvedly, not straightly, according to value's changes on the ab coordinates of CIE L${\ast}$a${\ast}$b. To solve these problems in this study, first of all, Labeling techniques are introduced. Next, basis color-it is based on Munsell color system-is divided into 10 color fields. And then, 4 special color- skin color, grass color, sky color, and gray-are added to the basis color. Finally, 14 color fields are fixed. After analyzing of the principle elements of new-defined-color fields' population, utility value and propriety value are going to be examined in 3-Band system from now on.

• Structural Engineering and Mechanics
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• 제14권3호
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• pp.287-306
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• 2002

The assessment of structural performance of transfer structures under potential seismic actions is presented. Various seismic assessment methodologies are used, with particular emphasis on the accurate modelling of the higher mode effects and the potential development of a soft storey effect in the mega-columns below the transfer plate (TP) level. Those methods include response spectrum analysis (RSA), manual calculation, pushover analysis (POA) and equivalent static load analysis (ESA). The capabilities and limitations of each method are highlighted. The paper aims, firstly, to determine the appropriate seismic assessment methodology for transfer structures using these different approaches, all of which can be undertaken with the resources generally available in a design office. Secondly, the paper highlights and discusses factors influencing the response behaviour of transfer structures, and finally provides a general indication of their seismic vulnerability. The representative Hong Kong building considered in this paper utilises a structural system with coupled shear walls and moment resisting portal-frames, above and below the TP, respectively. By adopting the wind load profile stipulated in the Code of Practice on Wind Effects: Hong Kong-1983, all the structural members are sized and detailed according to the British Standards BS8110 and the current local practices. The seismic displacement demand for the structure, when built on either rock or deep soil sites, was determined in a companion paper. The lateral load-displacement characteristic of the building, determined herein from manual calculation, has indicated that the poor ductility (brittle nature) of the mega-columns, due mainly to the high level of axial pre-compression as found from the analysis, cannot be effectively alleviated solely by increasing the quantity of confinement stirrups. The interstorey drift demands at lower and upper zones caused by seismic actions are found to be substantially higher than those arising from wind loads. The mega-columns supporting the TP and the coupling beams at higher zones are identified to be the most vulnerable components under seismic actions.

• Structural Engineering and Mechanics
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• 제66권2호
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• pp.273-283
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• 2018

Currently, the dynamic amplification effect of suction is described using the wind vibration coefficient (WVC) of external loads. In other words, it is proposed that the fluctuating characteristics of suction are equivalent to external loads. This is, however, not generally valid. Meanwhile, the effects of the ventilation rate of louver on suction and its WV are considered. To systematically analyze the effects of the ventilation rate of louver on the multi-dimensional WVC of ultra-large cooling towers under suctions, the 210 m ultra-large cooling tower under construction was studied. First, simultaneous rigid pressure measurement wind tunnel tests were executed to obtain the time history of fluctuating wind loads on the external surface and the internal surface of the cooling tower at different ventilation rates (0%, 15%, 30%, and 100%). Based on that, the average values and distributions of fluctuating wind pressures on external and internal surfaces were obtained and compared with each other; a tower/pillar/circular foundation integrated simulation model was developed using the finite element method and complete transient time domain dynamics of external loads and four different suctions of this cooling tower were calculated. Moreover, 1D, 2D, and 3D distributions of WVCs under external loads and suctions at different ventilation rates were obtained and compared with each other. The WVCs of the cooling tower corresponding to four typical response targets (i.e., radial displacement, meridional force, Von Mises stress, and circumferential bending moment) were discussed. Value determination and 2D evaluation of the WVCs of external loads and suctions of this large cooling tower at different ventilation rates were proposed. This study provides references to precise prediction and value determination of WVC of ultra-large cooling towers.

• Structural Engineering and Mechanics
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• 제17권5호
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• pp.691-706
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• 2004

The paper presents shear lag parameters for beam-to-column connections in steel box piers. Previous researches have analyzed beam-to-column connections in steel piers using a shear lag parameter ${\eta}_o$ obtained from a simple beam model, which is not based on a reasonable design assumption. Instead, the current paper proposes a cantilever beam model and has proved the effectiveness through theoretical and experimental studies. The paper examines the inaccuracy of the previous researches by estimating the effective width, the width-span length ratio L/b, and the sectional area ratio S of a cantilever beam. Two different shear lag parameters are defined using the cantilever model and the results are compared each other. The first type of shear lag parameter ${\eta}_c$ of a cantilever beam is derived using additional moments from various stress distribution functions while the other shear lag parameter ${\eta}_{eff}$ of a cantilever beam is defined based on the concept of the effective width. An evaluation method for shear lag stresses has been investigated by comparing analytical stresses with test results. Through the study, it could be observed that the shear lag parameter ${\eta}_{eff}$ agrees with ${\eta}_c$ obtained from the $2^{nd}$ order stress distribution function. Also, it could be observed that the shear lag parameter ${\eta}_c$ using the $4^{th}$ order stress distribution function almost converges to the upper bound of test results.

• 한국자기학회지
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• 제12권1호
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• pp.14-19
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• 2002

CMR 자성물질인 LSMO 페롭스카이트 망간산화물에 $^{57}$ Fe를 미량 치환한 L $a_{0.67}$S $r_{0.33}$M $n_{0.99}$$^{57}$ F $e_{0.01}$ $O_3$물질에 대하여 그 결정학적 및 자기적 특성을 x-선 회절 실험, 진동시료 자화율 측정 실험, 자기저항 실험, Mossbauer 분광 실험을 통하여 연구하였다. 물을 용매로 한 sol-gel법을 이용하여 단일상의 polycrystalline L $a_{0.67}$S $r_{0.33}$M $n_{0.99}$$^{57}$ F $e_{0.01}$ $O_3$분말시료를 합성하였으며, 결정구조는 격자 상수 $a_{0}$ =5.480 $\AA$, $\alpha$=60.259$^{\circ}$를 갖는 rhombohedral구조로 분석되었다. 상온에서의 magnetic moment 값은 60.15 emu/g임을 알 수 있었고 큐리온도( $T_{c}$)는 375 K로 결정하였다. Mossbauer 스펙트럼은 20-400 K 영역에서 측정되었으며, 온도증가에 따라 관측되는 비대칭적 선폭증가는 이방성 초미세자기장 요동 모델로 설명할 수 있었다. 이 때 이방성 초미세 자기장이 + $H_{0}$ 및 - $H_{0}$ 로 진동하는 시간 비율은 $P_{+}$= 0.80 및 $P_{-}$= 0.20으로 분석되었다. 이방성 초미세자기장 요동 진동수로부터 온도변화에 따른 이방성 에너지를 계산하였으며, 150 K에서 124.01 erg/$cm^3$로 최대값을 갖음을 알 수 있었다.다.었다.었다.다.었다.

• 방사성폐기물학회지
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• 제5권3호
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• pp.257-265
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• 2007

한국원자력연구원 방사성폐기물 저장시설에는 2006년 기준으로 약 1,000 여개(200L 환산)의 폐필터가 저장중이며, 그 발생량은 계속 증가하는 추세에 있다. 현재 저장시설의 저장 공간 확보뿐만 아니라 폐필터의 효율적인 관리를 위하여 비닐 백에 넣어 저장 및 관리되고 있는 폐필터들을 적절한 압축 처리 과정을 거쳐 최종적으로 규격화된 드럼에 포장하려는 계획을 가지고 있다. 이를 위해, 먼저 과거 발생이력을 조사함으로서 저장중인 폐필터들의 분류를 통한 그룹화를 수행하였다. 또한 드럼포장을 위해서는 사전에 핵종평가가 수행되어야 하며, 그 방법으로는 폐필터의 해체 없이 표면선량률을 측정하여 대표시료를 채취하며, 이 시료에 대하여 방사성폐기물 인도규정에서 요구하는 수준의 핵종분석을 수행할 것이다. 그리고 드럼포장을 위해, 방사성폐기물 처리시설에서 개발된 폐필터 처리장치를 이용하여 직육면체 형의 폐필터를 원주형 성형을 함으로서 드럼에 넣은 후, 최종적으로 수직 압축함으로써 폐필터를 처리하고자 한다.

• 한국수자원학회논문집
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• 제51권1호
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• pp.49-60
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• 2018

다변량 지역빈도해석은 기존에 사용되어온 다변량 빈도해석과 지역빈도해석의 장점을 가지고 있는 방법으로 다양한 변수를 고려함으로써 수문현상에 대하여 많은 정보를 얻을 수 있다. 현재까지는 우리나라의 수문자료를 이용하여 다변량 지역빈도해석이 시도된 적이 없어 국내의 수문자료를 대상으로 다변량 지역빈도해석의 적용성을 검토할 필요가 있다. 본 연구에서는 다변량 지역빈도해석의 수문학적 동질지역을 설정하는 단계에 집중하여 이변량 수문자료인 연최대 강우량-지속기간 자료에 대하여 수문학적 동질지역을 설정하였다. 이변량 지역빈도해석에서 사용되는 지역구분방법의 한국의 연최대 강우량-지속기간 자료에 대한 적용성을 평가하였고 그 특성을 분석하였다. 기상청 71개 지점에 대하여 분석을 실시하였다. 군집해석방법으로는 K-medoid 방법을 적용하였고, 불일치 척도와 이질성 척도를 이용하여 지역구분이 적절히 되었는지를 판정하였다. 군집해석 결과 한국은 총 5개의 지역으로 나누어지며, 두 지역을 제외하고는 지역 내 모든 지점의 불일치 척도가 기준치 이하인 것으로 나타났다. 자료연수가 짧은 지점에서 불일치 척도가 높게 나오는 것을 확인하였다. 구분된 모든 지역은 지역 내 지점들의 자료들이 동질한 것으로 나타났고 각 지점간의 상관성이 매우 높은 것으로 나타났다.

• 대한한방내과학회지
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• 제15권1호
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• pp.152-164
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• 1994

In Nai-Gyung(內經), it is said that In-Yeong(人迎) means In- Yeong Maek(人迎脈), Gi-Gu m- eans Tson-Gu(寸口) or Maek- Gu(脈口), In-yeong, artery in the side of neck, is located before Yeong-Geun(瓔筋), called as Jok-Yang-Myung-Maek(足陽明脈),so the part of In-Yeong-Maek means In-Yeong-Hyul(人迎穴) of Jok-Yang-Myung- Wi-Gyung(足陽明胃經) showing the artery in the side of neck. The part of Tson-Gu-Maek is that of artery in Yo-Gol(橈骨), beating source of Soo-Tae-Eum-Maek (手太陰脈) Of In-Yeong-Gi-Gu-Maek, In-Yeong-Maek mainly consists of Yang(陽), Gi-Gu-Maek of Eum(陰), so In-Yeung means physical disease, short of extra Eum component. They said that if In-Yeong-Maek was more than Gi-Gu-Maek, it meant physical injury, while Gi-Gu-Maek was more than In- Yeo-ng-Maek, it meant internal injury. In-Yeong-Gi-Gu-Maek is the one to distinguish the external and internal, the inside and outside, Eum and Yang, but there is no definite classification method to distinguish it, also it is difficult to grasp the comparison of 1sung(1盛), 2sung(2盛), 3sung(3盛), interrelation with 12-Gyung-Rak(l2經絡), change of maek phases, so necessary to set up the clear definition for In-Yeong-Gi-Gu-Maek. For the two theories as to In-Yeong-Gi-Gu-Maek according to Nai-Gyung, the one is to diagnose the maek by comparing the In-Yeong-Hyul with Tson-Gu of Soo-Tae-Eum-Maek as Gi-Gu in the both sides of neck part, he other is to divide the left and right of Gi-Gu-Maek in to In-Yeong and Gi-Gu afterwards, but today it is difficult to compare and explain the medical theory afterwards owing to insufficient consideration of In-Yeong-Gi-Gu-Maek at Nai-Gyung. The diagnosis of In-Yeong-Gi-Gu-Maek at Nai-Gyung to distinguish the surplus and shortage of Eum and Yang up to now since Nai-Gyung has so important and diagnostic value as to grasp the exact meaning. Herewith, this researcher com-pared Nai-Gyung and medical theory afterwards, reported it to consider the fixed position and changing process of viscera and entrails arrangement of literatures introducing In-Yeong-Gi-Gu-Maek, examining the change of maek phases for normal maek and a-bnormal maek of In-Yeong-Gi-Gu-Maek, considering the 1 sung, 2 sung, 3 sung maek phases in In-Yeong-Gi- Gu-Maek. According to the above results, the conclusion was reached as follows. 1. In-Yeong as the outside indicates external disease(外感), showing the surplus and shortage of Yang symptom by having Boo-Maek(浮脈) as Py-ung-Maek(平脈), Gi-Gu as the inside indicates internal disease(內傷), showing the surplus and shortage of Eum symptom by having Chim-Maek(沈脈) as P-yung-Maek(平脈). 2. In Pyung-Maek of In- Yeong-Maek as Boo-Maek, g-radual sinking of more floated changing maek because of disease means the improvement of di-sease, in Pyung-Maek of Gi- Gu-Maek as Chim- Maek, gradual floating of more sunken changing maek because of disease means the improvement of disease. 3. They said that disease of Jok-Gyung-Rak(足經絡) is cha-nged to that of Soo-Kyung-Rak(手經絡) when Jo-Maek(躁脈) appears whether In-Yeong-Maek or Gi-Gu-Maek 4. With the exemples of 1 sung 2 sung 3 sung it was porned with the relation of Pyo-Ri-Soo-Jok(表裏手足). Therfore I can guess that this fact is a moment explained the Bu-You-Sa-Kyung(部有四經) mentioned in Nan-Gyung-18-Nan(難經 第18難). 5. I think that In-Yeong and Gi-Gu, as a diagnosis method which distinguish between the inside indicates internal disease and the outside indicates external disease, is required to study further researches.

• 한국구조물진단유지관리공학회 논문집
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• 제26권1호
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• pp.73-80
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• 2022

본 연구에서는 공장에서 L형강을 이용하여 선조립한 NRC 보와 NRC 기둥을 현장에서 볼트 조립하는 NRC 보-기둥접합부 상세를 개발하였다. 개발된 접합부 상세는 NRC-J형과 NRC-JD형이다. NRC-J형은 NRC 기둥 측면의 강재 플레이트와 NRC 보의 엔드플레이트의 측면과 하부면에 TS볼트로 인장접합하는 방식이다. NRC-JD형은 전단에 대해서 NRC 보와 NRC 기둥의 측면을 고력볼트접합하고, 휨에 대해서 접합부를 관통하는 철근연결재와 보의 보강재를 겹침이음하도록하는 강접합 방식이다. 접합부 내진성능평가를 위하여, 두 가지 NRC 보-기둥 접합부 상세를 가지는 NRC-J 실험체, NRC-JD 실험체와 RC 보-기둥 접합부 상세를 가지는 RC-J 실험체 등 3개의 실험체를 제작하였다. 반복횡하중가력 실험결과, 모든 실험체의 최종 파괴형상은 보-기둥 접합면에서 보의 휨파괴로 나타났다. 정가력에 의한 실험체 최대내력은 RC-J 실험체에 비하여 NRC-J 실험체와 NRC-JD 실험체가 각각 10.1%, 29.6% 크게 나타났다. 두가지 NRC 접합부 상세 모두 KDS 기준(KDS 41 3100)의 합성중간모멘트골조 모멘트접합부에서 요구되는 최소 총층간변위각 0.03 rad 이상의 연성능력을 확보는 것으로 평가되었다. 부재각 5.7%에서 NRC-J실험체, NRC-JD 실험체가 RC실험체에 비해 약 34.8%, 61.1% 큰 누적 에너지 소산능력을 보유하고 있었다. NRC 보-기둥 접합부의 실험내력이 KDS 기준식에 의한 이론내력에 비하여 30%~53% 큰 것으로 평가되어, 기준식이 보유성능을 안전측으로 평가하였다.