• 콘크리트학회지
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• 제11권2호
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• pp.197-208
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• 1999

고강도 콘크리트는 기둥부재에서 그 사용효과가 극대화될 것이 예상되지만, 아직 고강도 콘크리트를 사용한 기둥의 연성특성과 최대강도효과에 대한 구체적인 자료가 부족한 실정이다. 띠근 보강된 콘크리트 기둥은 삼축압축상태가 되며, 고강도 콘크리트의 연성을 증가시키므로 이에 대한 많은 연구가 필요하다. 본 연구에서는 축하중을 받는 띠근보강 고강도 콘크리트 기둥부재의 횡보강효과에 의한 극한강도와 변형율 특성에 대하여 정성적 평가와 정량적 평가를 수행하는 것을 목적으로, 삼축압축상태하의 콘크리트 파괴이론과 기존의 실험결과들을 활용한 통계적기법을 이용하였다. 그 결과 콘크리트 강도, 띠근의 항복강도 및 간격비, 체적비 등을 변수로 고려하는 띠근의 횡보강응력 산정식, 최대압축강도 추정식 그리고 변형율 특성식을 제안하였다. 또한 제안된 식들은 실험결과를 적절히 예측하고 있음을 확인하였다.

• 보존과학연구
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• 통권31호
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• pp.43-57
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• 2010

This study intends to provide quantitative data about the extraction characteristics of major elements of earthenware by executing soaking test of cleaning agents. It aims at providing basic data for the stability assessment when applying the cleaning agents for conserving earthenware. The data will be extracted from the analysis of co-relationship between the physical characteristics and the ion extraction characteristics. XRD analysis displayed that AT-1, AT-2 and AT-3 which did not generate mullite were fired at lower than 1,000 whereas AT-3 and AT-5 that included mullite were higher than 1,000. The degree of absorption was AT-4 > AT-2 > AT-1 > AT-3 > AT-5 in order and the correlation between the degree of absorption and firing temperature of earthenware displayed a positive correlation. Extraction amount of oxalic acid which was used for the removing iron oxide was AT-1 > AT-2 AT-4 > AT-3 > AT-5 in order. and the ion extraction data displayed that there is a positive correlation with absorption level. However AT-1 and AT-2 which were fired at lower temperature showed that there was no correlation between the ion extraction characteristics and absorption level. Ion extraction of citric acid produced little amount compared with the one of oxalic acid, yet it caused less damage to earthenware than oxalic acid when it applied. The result of ion extraction level in the absorption test displayed that Fe had higher level than in Si, Al from the test for both oxalic acid and citric acid. Based on the regression analysis of the data from the previous studies, the physical characteristics of the earthenware and ion extraction level, further studies will be conducted on the predicting technique on the extraction characteristics of major elements of earthenware samples for the conservation in future.

• 대한치과의사협회지
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• 제49권4호
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• pp.211-218
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• 2011

Purpose: An impacted tooth is defined as a tooth that shows delayed eruption and is expected to erupt incompletely by clinical and radiograph examination despite it reaching its expected time of eruption. The aims of this study were to investigate the clinical and radiological characteristics and treatment duration and method of impacted teeth in Korean patients. Materials and Methods: For this study we used clinical records, study models, panoramic radiographs and intraoral photographs of patients who attended Gachon University Gil Hospital Orthodontic Department between 2005 and 2008. There were 164 patients with a total number of 202 impacted teeth. Results: Male patients shows a little more prevalence than female patients (1.13:1). The under 12 age group had the highest prevalence of tooth impaction, and the over 19 age group showed the least prevalence of tooth impaction. The ratio of tooth impaction between the left to right ratio was 1.73:1 and maxilla and mandible was 1.84:1. The impacted teeth were most commonly positioned buccally (76 cases, 41.5%). Full nap closure technique (108 cases, 81.2%)was most frequently used for attachment of surgical traction hooks. Maxillary canine impaction was most commonly encountered both in male and female patients. The mean treatment period was 12.2 months and the success rate of treatment was 90.3%. The canine tooth shows the longest treatment time and highest failure rate. The ankylosis was the major cause of failure. Conclusion: Impacted teeth most commonly show in left side maxilla in the under 12 age group. And it is most commonly positioned buccally. The mean treatment period was 12.2 months, and the success rate of treatment was 90.3%.

• 콘크리트학회지
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• 제6권1호
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• pp.131-141
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• 1994

본 실험적 연구는 강섬유의 길이와 혼입율이 콘크리트의 파괴인성과 강도에 미치는 영향을 고찰하기 위하여 수행되었다. 강섬유의 길이(30,60mm)와 혼입율(0.0, 0.5, 1.0, 1.5, 2.0%)을 달리한 노치를 가진 강섬유보강콘크리트 보를 제작하여 3점 휨시험을 하였으며, 그 실험결과로부터 파괴에너지, CMOD 및 휨강도 등을 구하였다. 또한 파괴에너지로부터 콘크리트의 파괴인성을 평가하였다. 연구결과, 콘크리트의 파괴인성과 강도는 전반적으로 강섬유의 혼입율이 증가할수록 증가하였으며 강섬유의 길이는 휨강도에는 큰 영향을 주었으나 파괴인성과 압축강도에는 거의 영향을 주지않았다. 또한 강섬유의 분산성, 시공연도 및 굵은골재의 최대치수 등을 고려할 때, 콘크리트의 파괴인성과 강도측면에서 강섬유의 혼입율은 1.0%정도가 최적이라 판단되며, 그길이가 긴 경우 약간 유리하였다.

• 한국농공학회지
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• 제26권3호
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• pp.35-45
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• 1984

Generally speaking, agriculture exist in a climatic environment of uncertainty. Namely, normal rainfall value, as given by the mean values, does not exist. Thought on exists, itl does not affect like extreme Precipitation value on the part of agriculture and of others. Therefore, it is important that we measure the duration and severity index of drought caused by extreme precipitation deficit. In this purpose, this study was dealt with the calculation of drought duration and severity indexs by the method of monthly weighting coefficient. There is no quantitive definition of drought that is universally acceptable. Most of the criteria was used to identify drought have been arbitrary because a drought is a 'non-event' as opposed to a distinct event such as a flood. Therefore, confusion arises when an attempt is made to define the drought phenomenon, the calculation of duration, drought index is based on the following four fundamental question, and this study was dealt with the answers of these four questions as they related to this analytical method, as follows. First, the primary interest in this study is to be the lack of precipitation as it relates to agricultural effective rainfall. Second, the time interval was used to be month in this analysis. Third, Drought event, distinguished analytically from other event, is noted by monthly weighting coefficient method based on monthly rainfall data. Fin-ally, the seven regions used in this study have continually affected by drought on account of their rainfall deficit. The result from this method was very similar to the previous papers studied by many workers. Therefore, I think that this method is very available in Korea to identify the duration of drought, the deficit of precipitation and severity index of drought, But according to the climate of Korea exist the Asia Monsoon zone. The monthly weighting coefficient is modify a little, Because get out of 0.1-0.4 occasionally.

• 한국농공학회지
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• 제31권3호
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• pp.57-69
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• 1989

The study was carried out for the strength parameter of coarse grained Soil and slope stability analysis of earth dam. The test samples were taken fifteen kinds of soil from cohesive soil to coarse gravel. The degree of compaction of test samples for shear test and permeability test was chosen 95 percentage of maximum dry density. The results of this study are as follows ; 1.The maximum dry density(Yd) of coarse grained soil increase in proportion to coarse particles(P) with the relation of Y d= 1.609+0.0043P. 2.The coefficients of permeability(k) decrease by the increase of fine particles(n) with the relation of k=0.0426e-0 185n. 3.The cohesions of soil decrease by the increase of coarse particles, but internal friction angles are more increased in same condition. 4.The internal friction angles(${\Phi}$) decrease in inverse proportion to void ratio(e) with the relation of ${\Phi}$ = 73.068 - 69.268e. 5.The strength parameters( Ct ${\Phi}$t) by triaxial compression test are clearly smaller than that (Cd, ${\Phi}$d) by direct shear test in fine grained soil, but the differences between both parameters are a little in coarse grained soil.The relations of both parameters are as follows; Ct = O.544Cd + 0.04 ${\Phi}$t= 1.282${\Phi}$d-2306 6.In cohesive soil, the strength parameters( Cl ${\Phi}$l) by large size shear test apparatus are similar to the strength parameters(Cs , ${\Phi}$s) by small size shear test appratus, but Cs and ${\Phi}$s values are larger than Cl and ${\Phi}$l values from 10 percentage to 20 percentage in coarse grained soil. 7.The fine grained soil is inappropriate to high dam more than 20 meters and it must be taken coarse grained soil with high internal friction angle for high dam.

• 한국농공학회지
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• 제17권3호
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• pp.3885-3893
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• 1975

This work was intended to study the cutting graph and vibratory phenomina of a newly developed mower which may be suitable for mowing agricultural product having large and hard stems like corn and sugar beet. The system consists of cutter-bar having Curvilinear-translation motion, which attached to drag-crank mechanism. The motion of equation developed for experimental vibratory system which equipped with the cutter-bar system was established and the parameters defining the system's vibratory motion were experimentally determined. The optimum balancing weight for the cutter-bar am vibratory characteristics of the cutter-bar for various counterweight were analyzed to provide the design and operational conditions. The results of the study are summarized as follows; (1) The cutting graph by the new cutter-bar system depends upon the magnitude of ratio of forward travel(Vm) to crank speed (R$\omega$); The cutting pitch for Vm/R$\omega$ 1 (whole cycle cutting) and Vm/R$\omega$=2/$\pi$ (a half cycle cutting) are 2$\pi$ Vm and 4R, respectively. (2) The experimental vibratory system had been proved to function adequately so that it can be used in determining the required counterweight to minimize the vibratory motion of cutter-bar. (3) Experimentally determined counterweight to give the least vibratory motion was a little greater than the theoretically determined one. With the optimum counterweight it was possible to reduce up to about 87% of the amplitude without counterweight, which may be considered to be within safe operational region. (4) To avoid the actual operation of the cutter-bar at resonance which occured in low frequency ratio, it was considered that the rotational speed of the crank for a specific design of mower should be determined separately in connection with the desired cutting graph.

• 대한치과의사협회지
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• 제22권9호통권184호
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• pp.793-801
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• 1984

Though oral microgranisms were among the first to be observed by humans, the interest in oral microbiology lagged. When it became apparent that the oral microflora did influence systemic disease of the body, interest was aroused in the nature and kinds of the microgranisms. The risk of infection in dental procedures is due to the abundant flora of the mouth. This hazard can be reduced to some extent by the use of a local disinfectant. The present studies were undertaken to evaluate and compare the various disinfectants which are commonly used in clinics and hospitals. The results were as follows. 1. The bactericidal activity of the disinfectants mainly depends upon the kinds of the agents, not upon the kinds of the microorganisms. 2. In H₂O₂(3%), the bactericidal activity was greatly related to the contact time. So, at least 4 minitues of contract time was required to use it as an oral antiseptic. 3. In ethyl alcohol (70%), Pseudomonas aeruginosa and Streptococcus salivarius surived a little after 15 seconds of contact time, but, no other colony was discovered after more than 15 seconds of contact time in any kins of microorganisms. 4. Merthiolate (0.1%) showed low antibacterial activity, more in Gram-positive organisms and less in Gram-negative organisms. 5. Benzalkonium chloride (0.1%) and povidone-iodine (10%) showed the most excellent results, revealing no surviving organisms only after 14 seconds of contact time.

• 콘크리트학회지
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• 제2권1호
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• pp.91-100
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• 1990

초기 균열을 갖는 대부분의 구조 부재의 있어서, 부재의 크기가 중가함에 따라 일반적으로 강도가 감소하는 현상을 보인다. 이를 크기효과라고 하며, 특히 콘크리트는 유리, 철과같은 구조 재료와는 달리 초기균열이 없는 경우에도 이러한 크기효과를 나타낸다는 것이 실험에 의해 나타나고 있다. 기존의 크기효과 법칙을 따르면 크기가 배우 큰 콘크리트 부재는 응력을 거의 받을 수 없는 것으로 나타나나, 실험에 의하면 강도의 감소율이 현저하게 감소되어 기존의 크기효과 법칙과 큰 차이를 보인다. 따라서, 본 논문에서는 콘크리트 구조물의 비선형 파괴역학에 근거하여 비유사 균열이 존재하는 경우에 대한 크기효과식을 유도하여 기존의 할열인장강도, 전단강도 및 압축강도 실험치에 대한 회귀분석을 통하여 보다 나은 모델식을 제시하였다.

• 항공우주산업기술동향
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• 제6권1호
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• pp.105-115
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• 2008

위성의 임무운영팀 조직은 운영되는 위성의 개수,탑재체 운영지원의 여부,임무운영센터 내에서의 안테나 운영 여부, 지상시스템 자동화 정도 및 임무운영에 대한 기술지원 기능 여부에 따라서 다양한 구성이 존재할 수 있다. 위성운영 업무를 담당하는 운영조직의 구성이나 기능은 임무운영의 복잡도에 따라 약간씩 차이가 있으나 대부분의 위성운영센터는 단일 또는 복합 임무운영 지원을 위해 유사한 조직 구성을 갖는다. 항우연 임무운영센터는 아리랑위성1호 발사(1999년 12월 21일)이후 임무운영팀의 업무를 시작한 이래, 아리랑 위성 2호, 아리랑위성 3호와 5호 및 통신해양기상위성에 대한 다중임무운영의 개념으로 진화하고 있다. 본 동향에서는 본격적인 다중임무운영에 앞서 체계적인 임무운영센터의 조직을 구성하고자 해외 선진 임무운영 개념에 대한 권고사항과 실제 적용되고 있는 사례를 살펴본 후, 항우연 임무운영센터의 현재 현황과 비교분석함으로써 조직 운영의 적합성과 향후 발전방향에 대해서 살펴보고자 한다.