• 한국산학기술학회논문지
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• 제10권4호
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• pp.765-770
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• 2009

본 논문은 구로다 저역통과여파기의 개방 스터브에 결함 접지 구조(Defected Ground Structure; DGS)를 적용한 새로운 구조를 제시하였다. 이를 위하여 130ohm의 특성 임피던스를 갖는 개방 스터브에 DGS를 삽입한 등가 구조를 구하였다. 이 방법은 선로의 폭을 확장하여, 구현이 어려운 구로다 저역통과여파기의 제작을 가능하게 하였다. 130ohm의 개방 스터브는 비유전율 4.8, 기판의 두께 0.7874mm인 기판에 구현할 때 선폭이 0.1mm 이하로 구현되어야 하는데, DGS를 삽입하여 0.5mm의 폭으로 5배 이상 확장하였다. 이를 적용한 5단 구로다 저역통과여파기는 설계와 측정 결과가 매우 잘 일치함을 보여 주었다.

• 한국의상디자인학회지
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• 제11권3호
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• pp.125-134
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• 2009

The purpose of this study is to analyze the formative characteristics of power-shoulder jacket shown in 08/09 F/W and 09/10 F/W London, Paris, Milan, New York collection and extract main expression words for development of semantic differential scales of visual image according to the change in shoulder angle and width of power-shoulder jacket. The result of this study is as follows. Power-shoulder jacket which were worn by 1980 business women have similar cutting with men's suit jacket, but have characteristics of exaggerating the body figure as exaggerated shoulder with pad and tight waist like an inverted triangle silhouette. Power-shoulder jackets shown in collections used glossy and glittering material and dark colors and formed slim silhouette with matches of shoulder line of temperate senses and casual wear. Like this, the power-shoulder jacket was expanded to daily casual wear from traditional formal wear. Main expression words of visual image of jackets according to the changes in angle and width of shoulder differ greatly depending on the expansion degree of angle and width of shoulder. Changes in shoulder angle may look tense, stiff and too much according to the amount of changes. However, it also has the image of sharp but dignified and charismatic. Also, it helps to show body figure more efficiently like being slim and looking taller. Related to the current trend emphasizing shoulder among women, it is evaluated to be stylish and trendy. When the expansion degree is not too much, changes in shoulder width partly show slim and slender waist under the influence of wider shoulder with basic tailored jacket image. However, when the expansion degree is enlarged, image related to the body figure is more definite compared to other visual images.

• Spatial Information Research
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• 제20권6호
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• pp.45-57
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• 2012

도시지역의 가로수는 보행자와 운전자에게 쾌적한 환경을 제공하며 탄소를 흡수하는 중요한 역할을 수행한다. 따라서 가로수의 위치, 수고, 수관폭 등에 대한 효율적인 획득과 관리가 필요하다. 본 연구는 항공라이다 자료를 이용하여 도시지역 가로수에 대한 개수, 위치, 수고, 수관폭의 수치적인 정보를 추출하는 방법론을 제안하였다. 가로수는 그 형태와 크기가 다를 수 있기 때문에 본 연구에서는 수관폭의 크기를 변화시키면서 가로수를 추출하는 방법을 제안하였다. 또한 가로수는 일반적으로 도로변을 중심으로 식재되기 때문에 이러한 식재위치의 직선적 특성을 이용하여 가로수점들을 선택하였다. 오산시 일부를 대상으로 가로수 추출에 대한 실험을 수행하였으며 결과는 1/1,000 수치지도와 비교하여 제안한 방법론의 적합성을 평가하였다. 실험 결과를 통해서, 가로수의 위치오차는 최소 0.5m, 최대 1.9m, 그리고 평균제곱근오차는 약 ${\pm}0.4m$를 나타냈다.

• 한국의류학회지
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• 제40권1호
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• pp.171-187
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• 2016

The study performed a comparison analysis of market brand patterns for slim-fit dress shirts and analyzed the body surface development figure of men in their 40s using 3D body scan data and developed slim-fit dress shirt patterns suitable for middle-aged men. The sizes of slim-fit dress shirt patterns showed a slight difference depending on brand. The overlap map of slim-fit dress shirt patterns for brands demonstrates how difference of one-dimensional sizes reflect on two-dimensional patterns. This map provides useful information for pattern design and allows and easy recognition of pattern size differences. A try-on system evaluation through 3D-Simulation allows a grasp of the fitness of neckline and size tolerance of under the arms in front, the silhouette of side lines, and overall fitness in front that also allows analysis of the front/back balance of a shirt in side, the size tolerance proportion in front/back, and the fitness of the arm-hole line. Thus, we obtained try-on results that were equivalent to wearing actual clothing. According to the drafting size suggested in the developed final pattern, the total width was 'C/2+5.5cm', and the front was set at 1cm bigger in the size difference of the front and back. The width of the front neck and the back neck was set identically at 'C/12', while the width of the front neck was set to 'C/12+1.5cm'. For the armhole depth, we added 'C/4+2cm', and '0.5cm and 1.5cm' for the width of the front and back to anthropometry. The results of the try-on evaluation through 3D-Simulation indicated that the fitness of the final slim-fit dress shirt pattern was superior to available slim-fit dress shirt patterns on the market and evaluated as superior to the types for middle-aged men.

• Journal of Periodontal and Implant Science
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• 제39권2호
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• pp.129-138
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• 2009

Purpose: This study was designed to compare the bond regeneratiom effects of treatment using silk fibroin membrane ( Nanogide-S$^{(R)}$ ) resorbable barrier with control group treated by polyactic acid / polylacticglycolic acid membrane(Biomesh$^{(R)}$ ) Methods: 44 severe bone loss on extraction socket from 44 patients were used in this study. In experimental group 22 sites of them were treated by silk fibrin membrane as and the other 22 sites were treated by polyactic acid/ polylacticglycolic acid membrane as a control group. Clinical parameters including recovered bone width, length and radiographic parameter of vertical length were evlauated at base line and 3 months after surgery. Results: 1) Severe bone width, length was significantlly decreased in two group. 2) Bone width, length was significantlly decreased in two group. 3) Decreased bone width, length and radiographic examination differences between group. Conclusions: On the basis of these results, silk fibrin resorbable membrane has similar bone regeneration ability to polyactic acid / polylacticglycolic acid membrane in guided bone regeneration for severe bone loss defect on extraction socket.

• 복식문화연구
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• 제19권5호
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• pp.929-944
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• 2011

The purpose of this study was to compare and analyze two original forms of slacks for thesis to extract outward appearance of design original form applying design measures of the above through diverse research methods. The results of this study are as follow: In original form F, the original form of slacks sloper suitable to elderly women 65~9 years old was W/4+3.5+0.5cm in the front/back circumference of waist, H/4cm in the front/back circumference of hip, (H/4+1+3.8)/2cm in the position of centerline, 19cm in actual measurement value of hip length, 25cm in actual measurement value of crotch depth, (knee crotch circumference~bottom line)/2+10cm and 90 (side waist dot~ lateral malleolus length)cm in actual measurement. front dart position was 1/3 and 2/3 of front waist centerline and back dart position was 1/3 and 2/3 of back waist circumference. It was suggested that front dart quantity (length) was 3.5(11)cm, back dart quantity 3.4 (10.2)cm, side waist up quantity 0.7cm, back down quantity 1.5cm, front crotch width (H/4+1)/4-1cm, back crotch width (H/4+1)/4+4, front knee width 21.8cm, back knee width 24.4cm, front pant leg 20.8cm, and back pant leg 23.4cm.

• Journal of Welding and Joining
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• 제27권4호
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• pp.49-53
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• 2009

For Al 6k21-T4 alloy, linear laser welding produced the lower shear-tensile strength than the base metal. This study improved the shear-tensile strength by using the weaving laser at the optimized welding condition, i.e., 2mm weaving width and 25Hz frequency. The large weaving width increased the weld width, therefore improving the joint strength. For the specimen of low strength, the porosity was distributed continuously along the intersection between the plates and fusion line. However, for the optimized welding condition, large oval-shaped porosities were located only in the advancing track of the concave part. Regardless of the welding condition, solidification cracking was initiated at the intersection and propagated through small porosities in the weld part. furthermore, the concave part had more significant porosity in the weld and HAZ, respectively than the convex part. The continuity of porosities played a key role to determine the strength. And, the weaving width was an important parameter to control the strength.

• 한국응용곤충학회지
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• 제30권1호
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• pp.54-57
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• 1991

파밤나방 유충을 실내에서 5세대 동안 인공사육하여 탈피할 때마다 두폭의 최대치를 측정하여 영기별 생장율을 구한 결과 2령 유충의 생장율은 1.43 이었고, 3령은 1.55, 4령은 1.48, 5령은 1.54, 6령은 1.76이었다. 한편 두폭 평？치의 대수를 Ycnr, 령의 수를 X축으로 하여 회귀직선식을 구한 결과 LogY=-0.819+0.1872X($r^{2}$=)었고 Dyar의 법칙과 동일한 기하급수적 생장을 하였다. 각영기별 두폭의 평균치와 Dyar의 법칙과 적합도는 1령 유충이 94.7%, 2령은 98.3, 3령은 98.7, 5령은 94.6 6령은 92.2%었다. Dyar의 항수 (K)는 1.54였다.

• 건축역사연구
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• 제29권1호
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• pp.21-37
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• 2020

The purpose of this paper is to reconstruct the original floor plan and wall design of Seokbulsa Grotto in Kyungju; commonly known as 'Seokguram'. The paper presents an array of dimensional studies of the existing Seokguram to examine its architectural form, and infers the original floor plan and wall design of Seokbulsa Grotto. Seokbulsa Grotto is designed as a system of 'coherent modules' and was constructed using the dry stone method, which interlocks large stone modules into a whole that becomes the load-bearing structure itself. The design principles governing Seokbulsa Grotto are the spatial axis of symmetry, modular coordination, and the layout grid of a quarter Tang-Ruler(TR: 唐尺). Dimensional studies were conducted with these governing principles in mind and concludes the following about the original floor plan design. In the main chamber, Ansang-stone's radius is 12 TR, and Flagstone's radius is 12¼ TR. In the front chamber, the width between the two Ansang-stones facing each other is 22 TR and the longitudinal space depth is 12 TR, while the width between the two Flagstones facing each other is 22½ TR and Flagstone's depth is 12 TR. In the passageway, the width between the two Ansang-stones facing each other is 11½ TR and longitudinal space depth is 9 TR, while the width between the two Flagstones facing each other is 12 TR and Flagstone's depth is 7¾ TR. The distance from the center to the entrance line of the main chamber is 10½ TR. Therefore, the total longitudinal length of the Grotto is 43½ TR at the level of the Ansang-stones, and 44 TR at the level of the Flagstones.

• 한국산림과학회지
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• 제76권4호
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• pp.348-356
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• 1987

산악지(山岳地) 임도설계(林道設計)의 시간(時間)과 인력(人力)을 절약하는 방법의 일환으로 토량(土量)을 간편하게 산출(産出)하는 방법(方法)을 강구하였다. 이 방법(方法)을 적용하는 이론적(理論的) 배경(背景)으로 0선측량법(線測量法)의 도입(導入)과 2/3 절토노폭개념(切土路幅槪念) 및 절토량(切土量) = 성토량(盛土量) 개념도입(槪念導入)의 타당성을 제시하고 이와같은 원리(原理)들을 산악지림도시공(山岳地林道施工)에 적용한다는 전제하에 삼각함수법을 적용하여 토량환산표(土量換算表)를 표(表) 3과 4와 같이 제작하였다. 표(表) 3은 노폭(路幅)을 0.5m 괄약으로 구분(區分)하여 시공지 경사도별로 절토량(切土量)을 추정(推定)한 것이고, 표(表) 4는 현지(現地)에서 절토폭(切土幅)을 측정하여 절토량(切土量)을 산출(算出)하는데 적용하는 환산계수표(換算係數表)이다. 동표(同表) 등을 적용하면 토량계산(土量計算)을 위한 현지측량(現地測量)과 내업시간(內業時間)은 단축시킬 수 있을 것이다.