• 한국전자파학회논문지
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• 제18권12호
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• pp.1327-1336
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• 2007

본 논문에서는 PIN 다이오드를 사용하여 disk-loaded 다이폴 안테나와 folded 다이폴 안테나로 형상이 변화하는 새로운 구조의 소형 안테나를 개발하였다. 개발된 안테나는 PIN 다이오드의 RF on/off 특성을 이용하여 안테나의 전기적 길이를 변화시켜 이중 대역에서 동작하며, 저주파 대역에서는 높은 복사 저항 값을 가지는 folded 다이폴 안테나로 동작하고 고주파 대역에서는 수평 방향으로 무지향성의 복사 패턴과 수직 방향으로 도넛 형태의 복사 패턴을 가지는 disk-loaded 다이폴 안테나로 동작한다. 제안된 안테나는 $20{\sim}300$ MHz에서 30cm 다이폴 안테나에 비해 크기가 소형화 되었음에도 높은 이득을 가진다. 또한, $300{\sim}1,300$ MHz에서 $80^{\circ}$ 이상의 넓은 빔 폭을 가짐으로써 방향 탐지 안테나로 사용이 가능하다.

• Steel and Composite Structures
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• 제35권4호
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• pp.475-494
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• 2020

Presented are experimental results from 24 full-scale push test specimens to study the behaviour of composite beams with trapezoidal profiled sheeting laid transverse to the beam axis. The tests use a single-sided horizontal push test setup and are divided into two series. First series contained shear loading only and the second had normal load besides shear load. Four parameters are studied: the effect of wire mesh position and number of its layers, placing a reinforcing bar at the bottom flange of the deck, normal load and its position, and shear stud layout. The results indicate that positioning mesh on top of the deck flange or 30 mm from top of the concrete slab does not affect the stud's strength and ductility. Thus, existing industry practice of locating the mesh at a nominal cover from top of the concrete slab and Eurocode 4 requirement of placing mesh 30 mm below the stud's head are both acceptable. Double mesh layer resulted in 17% increase in stud strength for push tests with single stud per rib. Placing a T16 bar at the bottom of the deck rib did not affect shear stud behaviour. The normal load resulted in 40% and 23% increase in stud strength for single and double studs per rib. Use of studs only in the middle three ribs out of five increased the strength by 23% compared to the layout with studs in first four ribs. Eurocode 4 and Johnson and Yuan equations predicted well the stud strength for single stud/rib tests without normal load, with estimations within 10% of the characteristic experimental load. These equations highly under-estimated the stud capacity, by about 40-50%, for tests with normal load. AISC 360-16 generally over-estimated the stud capacity, except for single stud/rib push tests with normal load. Nellinger equations precisely predicted the stud resistance for push tests with normal load, with ratio of experimental over predicted load as 0.99 and coefficient of variation of about 8%. But, Nellinger method over-estimated the stud capacity by about 20% in push tests with single studs without normal load.

• 치위생과학회지
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• 제7권3호
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• pp.201-205
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• 2007

부산 시내에 소재하는 1곳의 치과의원에 치료를 위해 내원한 111명의 환자와 D대학 치위생과에 재학 중인 학생 105명을 대상으로, 상악 전치부 치은선에 대한 심미 선호도를 조사한 본 연구에서 얻은 결론은 다음과 같다. 두 그룹 간에 상악 전치부 치은선에 대한 심미 선호도 차이는 없었다. 측절치 치은변연의 위치에 대해 측절치 변연이 중절치보다 0.5 낮은 형태를 선호하였다. 중절치 치은선의 형태에서 수평선분의 접촉량이 1/9인 형태를 선호하였다. 인접 접촉점의 길이에서 치관 길이의 1/2이 접촉하는 형태를 선호하였다. 이런 결과는 치과의료기관에서 실제 환자의 치아 및 치은 수복시 이용할 수 있는 심미적 치은선 형태에 관한 기초자료로 도움이 되리라 사료된다.

• 한국화재소방학회논문지
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• 제28권2호
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• pp.76-81
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• 2014

화재와 같은 고온 시 구조부재의 붕괴를 방지함으로써 재실자와 소방관계자 그리고 재산을 보호할 수 있는 방법은 구조부재의 내화성능을 확보하는 것이며, 이는 시방적 내화설계방법인 내화시험을 통하여 확보되어 왔다. 그러나 내화시험에 수반되는 시험체 제작과 운반 그리고 막대한 시험 비용의 반복적 사용 등은 새로운 공법과 재료 개발의 문제점으로 대두되었다. 따라서 본 연구에서는 일반 등급(SS 400) 강재의 고온 시 항복강도, 탄성계수와 열전달 및 열응력 해석을 적용하여 H형강 보부재의 표면온도 상승 및 고온 시 내력 변화를 평가하였다. 또한 H형강 보부재의 길이 변화에 따른 고온 시의 보부재의 내력평가를 수행하여 각각의 길이변화에 따른 내력 변화의 차이를 평가하였다.

• 한국분말재료학회지
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• 제25권1호
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• pp.54-59
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• 2018

Sb-doped $SnO_2$ (ATO) transparent conducting films are fabricated using horizontal ultrasonic spray pyrolysis deposition (HUSPD) to form uniform and compact film structures with homogeneously supplied precursor solution. To optimize the molar concentration and transparent conducting performance of the ATO films using HUSPD, we use precursor solutions of 0.15, 0.20, 0.25, and 0.30 M. As the molar concentration increases, the resultant ATO films exhibit more compact surface structures because of the larger crystallite sizes and higher ATO crystallinity because of the greater thickness from the accelerated growth of ATO. Thus, the ATO films prepared at 0.25 M have the best transparent conducting performance ($12.60{\pm}0.21{\Omega}/{\square}$ sheet resistance and 80.83% optical transmittance) and the highest figure-of-merit value ($9.44{\pm}0.17{\times}10^{-3}{\Omega}^{-1}$). The improvement in transparent conducting performance is attributed to the enhanced carrier concentration by the improved ATO crystallinity and Hall mobility with the compact surface structure and preferred (211) orientation, ascribed to the accelerated growth of ATO at the optimized molar concentration. Therefore, ATO films fabricated using HUSPD are transparent conducting film candidates for optoelectronic devices.

• 설비공학논문집
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• 제8권1호
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• pp.1-12
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• 1996

In lots of application to heat exchanger systems, closed two-phase thermosyphons are tilted from a horizontal. If the tilt angle, especially, is less than 30$^{\circ}$, the operational performances of thermosyphon are highly dependent on tilt angle. The present study was conducted to better understand such operational behaviors as mech-anni는 of phase change, and flow patterns inside a tilted thermosyphon. For experiment, an ethanol thermosyphon with a 35% of fill charge rate was designed and manufactured, using a copper tube with a diameter 19mm and a length 1500mm. Through a series of test, the tilt angle was kept constant at each of 4 different values in the range 10~25deg. and the heat supply to the evaporator was stepwisely increased up to 30㎾/$m^2$. When a steady state was established to the thermosyphon for each step of thermal loads, the wall temperature distribution and vapor temperature at the condenser were measured. The wall temperature distributions demonstrated a formation of dry patch in the top end zone of the evaporator, with a values of temperature 20~4$0^{\circ}C$ higher than the wetted surface for a moderate heat flux q≒20㎾/$m^2$. Inspite of the presence of hot dry patch, however, the mean values of boiling heat transfer coefficient at the evaporator wall were still in a good agreement with those predicted by Rohsenow's formula, which was based on nucleate boiling. For the condenser, the wall temperatures were practically uniform, and the measured values of condensation heat transfer coefficient were 1.7 times higher than the predicted values obtained from Nusselt's film condensation theory on tilted plate. Using those two expressions, a correlation was formulated as a function of heat flux and tilt angle, to determine the total thermal resistance of a tilted thermosyphon. The correlation formula showed a good agreement with the experimental data within 20%.

• Steel and Composite Structures
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• 제1권4호
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• pp.427-440
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• 2001

The growing use of unprotected or partially protected steelwork in buildings has caused a lively debate regarding the safety of this form of construction. A good deal of recent research has indicated that steel members have a substantial inherent ability to resist fire so that additional fire protection can be either reduced or eliminated completely. A performance based philosophy also extends the study into the effect of structural continuity and the performance of the whole structural totality. As part of the structural system, thermal expansion during the heating phase or contraction during the cooling phase in most beams is likely to be restrained by adjacent parts of the whole system or sub-frame assembly due to compartmentation. This has not been properly addressed before. This paper describes an experimental programme in which unprotected steel beams were tested under load while it is restrained between two columns and additional horizontal restraints with particular concern on the effect of catenary action in the beams when subjected to large deflection at very high temperature. This paper also presents a three-dimensional mathematical modelling, based on the finite element method, of the series of fire tests on the part-frame. The complete analysis starts with an evaluation of temperature distribution in the structure at various time levels. It is followed by a detail 3-D finite element analysis on its structural response as a result of the changing temperature distribution. The principal part of the analysis makes use of an existing finite element package FEAST. The effect of columns being fire-protected and the beam being axially restrained has been modelled adequately in terms of their thermal and structural responses. The consequence of the beam being restrained is that the axial force in the restrained beam starts as a compression, which increases gradually up to a point when the material has deteriorated to such a level that the beam deflects excessively. The axial compression force drops rapidly and changes into a tension force leading to a catenary action, which slows down the beam deflection from running away. Design engineers will be benefited with the consideration of the catenary action.

• 한국구조물진단유지관리공학회 논문집
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• 제10권6호
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• pp.123-135
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• 2006

대부분의 대공간 구조물은 도시의 상징물인 동시에 구조물의 용도를 만족하여야 하므로 기초가 구조물의 지지, 형태유지 또는 전도방지, 부력저항 등의 다양한 역할을 갖도록 설계되었다. 이에 따라 여러 형태의 기초가 도입되었는데 본 연구에서는 이중 구조물 형태유지 및 전도방지를 위해 앵커력을 도입한 두가지 월드컵 운동장의 경우를 비교 검토하여 건설공정에서 점검된 앵커력의 변화를 검토하였다. 본 연구에서는 반구형지붕의 바깥방향으로 작용되는 수평력 제어를 위해 시공된 앵커(Case1)와 캔틸레버 지붕의 전도방지를 위한 앵커(Case2) 2가지 사례에 대한 앵커력의 도입과정과 최초 앵커력 도입에 따른 대공간 구조물의 장기거동에 대하여 알아보았다.

• 한국해안·해양공학회논문집
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• 제32권1호
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• pp.11-16
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• 2020

인터로킹 케이슨에 의한 장대화된 방파제의 회전 안정성에 대해서 연구하였다. 무한 방파제에 경사지게 입사하는 선형파에 대한 해석해를 이용하여 방파제 기준선 방향으로의 파압 위상차 효과를 고려하였으며, 설계파의 비선형 특성을 고려하기 위하여 설계 기준 Goda 파압식을 차용하였다. 방파제의 회전 안전율을 케이슨 자중에 의한 회전 마찰저항모멘트와 수평 및 수직 파력에 의한 작용 회전모멘트의 비로 정의하고 최소 안전율을 보이는 회전 중심점 위치와 최소 안전율에 대한 해석해를 제시하였다. 규칙파, 불규칙파 및 다방향 불규칙파 등 현행 항만구조물 설계에 사용되고 있는 모든 설계파 조건에 대해서 적용 가능하도록 각 조건에 대한 평가식을 제안하였다.

• Journal of Microbiology
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• 제41권1호
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• pp.1-6
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• 2003

The genetic relatedness of multidrug-resistant pneumococcal isolates of serotypes 19F and 23F was investigated. The DNA fragments digested with Sma I were resolved by pulsed-field gel electrophoresis (PFGE). PFGE analysis of 365. pneumoniae isolates showed 13 different patterns. Among 22 isolates of serotype 19F, 9 different PFGE patterns were present and 14 isolates of serotype 23F isolates represented 5 distinct PFGE patterns. Two isolates of serotype 19F and six isolates of serotype 23F shared the same PFGE pattern (Pattern I). Based on the genetic relatedness within the strains (one genetic cluster was defined as having more than 85% homology), we divided the pneumococcal strains into genefic clusters (Ⅰ, II, III, IV, V, and VI). The 22 strains of serotype 19F belonged to five distinct genetic clusters (I, II, III, IV, V and VI) and 14 strains of serotype 23F represented two genetic clusters (I and II ). These results showed that strains of serotype 19F are genetically more diverse than those of serotype 23F, Serotype 19F isolates with PFGE patterns H and I appeared to be less related to those of the remaining PFCE patterns (A to G) (less than 60% genetic relatedness), but those strains were genetically closely related with serotype 23f. These results suggest that the latter isolates originated from horizontal transfer of the capsular type 19F gene locus to 23F pneumococcal genotypes. In conclusion, the multidrug-resistant pneumococcal isolates of serotype 19f and 23F isolated in Korea are the result of the spread of a limited number of resistant clones.