• 한국정밀공학회지
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• 제22권2호
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• pp.148-155
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• 2005

This study was carried out to analyze the effect of direction of wind load and machinery house location on the stability of container crane loading/unloading a container on a vessel. The overturning moment of container crane under wind load at 50m/s velocity was estimated by analyzing reaction forces at each supporting point. And variations of reaction forces at each supporting point of a container crane were analyzed according to direction of wind load and machinery house location. The critical location of machinery house was also investigated to install a tie-down which has an anti-overturning function of container crane at the land side supporting point.

• Maxillofacial Plastic and Reconstructive Surgery
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• 제15권1호
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• pp.49-61
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• 1993

The transplantation of cartilage, especially auricular cartilage, has assumed a role of importance in the field of plastic and reconstructive surgery. From long years ago, many reports have appeared in the literature describing the experimental and clinical results of the use of cartilage. At present, the evidence for survival of autograft of cartilage is admitted, But, the results for interrelationship between the bone and cartilage grafts with or without perichondrium is not so conclusive. The purpose of this study were observed as to whether autogenous cartilage grafts were fixed by means of tie with 4-0 vicryl and fibrin adhesive on the femur or microscopic findings of union state in 16 rabbits. We sacrified the experimental animals after 1, 2, 4, 6 weeks postoperatively and made the specimens as a routine laboratory procedures and stained with Hematoxylin-Eosin stain, Verhoeff-van Gieson elastic fiber stain, and alcian blue periodic acid-Schiff(AB-PAS) for mucopolysaccharide. Histologic evaluation was performed under microscope. The obtaind results were as follows : 1. Fibrous union was formed between the grafting cartilage and the femur, nor any findings of calcification and formation of new bone. 2. Partial fibrous adhesion was observed in fibrin adhesive groups on 6 weeks postoperatively. 3. Appositional growth has performed more in fibrin adhesive groups than tie groups. 4. There are little difference in both for new copillary proliferation and fibroblast activations. 5. Degenerative changes have apperared more in tie groups than adhesive groups, but not related to the healing periods.

• 한국생활과학회지
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• 제14권5호
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• pp.833-846
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• 2005

The purpose of this study is to find out the various impressions that tone-on-tone coloration of shirts and ties gives. This experiment was based on the $2\times4\times4\times2$ factorial designs; colors (purple and green), shirt tones (vivid, light, dull, and dark), tie tones (vivid, light, dull, and dark) and perceivers' genders (male and female). The materials in the experiment developed for this study were composed of various stimuli and the response scales for each stimulus. The stimuli were 32 upper body photographs, which were color printed by CAD system (4D-box program). We unified those colors of shirts and ties, and then made shirt and tie tone different. 27 bi-polar adjectives, each of which was graded into seven in its degree, were used to evaluate the impression. The subjects of this research were 192 male and 192 female college students in Gyeongnam province including Jinju City. The data was analyzed by using SPSS program. Analyzing methods were one-way ANOVA and LSD test. The items of the adjectives were classified into 5 impression dimensions; potency, activeness, attractiveness, visibility and tenderness. In conclusion the impression through matching shirts and ties could be varied by the colors and the tones of shirts and ties. This study can be used as the basic color data in the males' clothes market which gradually pursuits high-quality, personality, and variety.

• 한국의류학회지
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• 제35권3호
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• pp.359-370
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• 2011

This study analyzes the textiles design of natural indigo dyed products in Korea and Japan. In this study, a total of 556 Korean natural indigo dyed products, and 2,730 Japanese natural indigo dyed products were used for analysis. The subjects of this study were 556 natural indigo dyed products and 2,730 Japanese natural indigo dyed products selling natural indigo dyed products which were found using search engine keywords of natural indigo dyeing and natural dyeing. Research and analysis was treated regarding the products, items, patterns, and the representation techniques of the patterns. The results of this study are as follows. In the pattern used for natural indigo dyed products, 71.4% of Korean products have no pattern, but 77.1% of Japanese products have patterns. On the representation techniques of the patterns, Korean products used tie-dyeing and a dip patterned fabric. While in the Japanese products, the most frequent patterning techniques were paraffin dye, followed by tie-dyeing, yarn-dyed and weaving, screen printing, and yarn-dyed and knitting. Regarding the kinds of patterns for natural indigo dyed products, only 8 kinds of patterns were used in Korean products; however, over 50 kinds of various patterns were used in Japanese products. Most patterns in the Korean products were ion patterns made by tie-dyeing. While in the Japanese products, the most frequent patterns were stripe patterns, followed by flower, dot, and ion patterns. Based on these research results, the problems of the textile design of Korean natural indigo dyed products were that most of the products have no pattern, and even though there were patterns, they lacked variations between the products. While in the case of Japan, they used the traditional and modem patterns of various textile representation techniques.

• 대한토목학회논문집
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• 제26권5A호
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• pp.841-848
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• 2006

PSC 박스거더 교량의 격벽(diaphragm)은 프리스트레스에 의해 큰 집중하중이 가해지기 때문에 응력의 분포가 매우 교란되며 격벽에 발생하는 과도한 균열은 격벽의 거동을 매우 복잡하게 만든다. AASHTO 설계기준에 따르면 집중 긴장하중에 의한 3차원 효과는 3차원 모델을 이용하거나, 둘 혹은 그 이상의 평면으로 분리된 하위모델(submodel)을 사용하여 근사적으로 계산하는 방법을 허용하고 있다. 이때 하위모델은 각 방향에 대하여 독립적으로 결정할 수 있으나 모델 간의 상호작용이 고려되어야 하며 일관성이 있어야 한다. 그러나 외부 긴장재의 정착을 위한 격벽은 2차원 문제로 간주하기 어려운 3차원 응력교란영역(disturbed region) 구조물이며, 2차원 모델을 이용하여 격벽에 작용하는 힘의 흐름을 표현하는 것은 만족한 결과를 주지 못한다. 본 연구에서는 3차원 응력교란영역 구조부재의 해석/설계를 위해 제안된 컴퓨터에 기반한 3차원 격자 스트럿-타이 모델 방법을 이용하여 Texas대학교에서 실험, 파괴된 PSC 박스거더 격벽의 1/2 축소 모형을 해석하였다. 그리고 그 결과를 기존의 연구결과 및 실험결과와 비교하여 제안된 방법의 타당성과 정확성을 평가함으로서, 포스트텐션 정착부 및 격벽부 설계를 위한 합리적인 컴퓨터 기반의 설계방법을 제시하였다.

• International Journal of Concrete Structures and Materials
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• 제18권2E호
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• pp.79-87
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• 2006

The main objective of this research is to examine the behavior of high-strength concrete(HSC) columns. Eight test columns in one-third scale were tested under the conditions of cyclic lateral force and a constant axial load equal to 30% of the column axial load capacity. The $200{\times}200mm$ square columns were reinforced with eight DB bars constituting a longitudinal steel ratio of 2.54% of the column cross-sectional area. The main experimental parameters were volumetric ratio of transverse reinforcement(${\rho}_s$=1.58, 2.25 percent), tie configuration(Type H, Type C, Type D) and tie yield strength($f_{yh}$=548.8 and 779.1 MPa). It was found that the hysteretic behaviour and ultimate deformability of HSC columns were influenced by the amount and details of transverse reinforcement in the potential plastic hinge regions. Columns of transverse reinforcement in the amount 42 percent higher than that required by seismic provisions of ACI 318-02 showed ductile behavior. At 30% of the axial load capacity, it is recommended that the yield strength of transverse reinforcement be held equal to or below 548.8 MPa. Correlations between the calculated damage index and the damage progress are proposed.

• 한국통신학회논문지
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• 제30권4A호
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• pp.312-319
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• 2005

본 논문에서는 5GHz 전 대역에서 사용 가능한 미앤더 형태의 마이크로스트립 안테나를 설계하고 제작하였다. 미앤더 형태의 안테나에 공기층을 삽입하고 동축 급전을 주어 VSWR<2에서 충분한 대역을 얻고자 하였다. 미앤더 라인의 길이와 폭, 동축급전의 위치 및 공기층의 두께를 변화시키면서 시뮬레이션 하였으며, 최적화된 파라미터를 가지고 안테나를 제작하였다. 제작된 안테나의 측정 결과는 VSWR<2에서 약 1GHz의 $17.5\%$의 대역폭을 얻었으며, $7.3\sim9.5$ dEi의 이득과 Broad한 방사패턴을 얻었다.

• Structural Engineering and Mechanics
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• 제5권6호
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• pp.803-815
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• 1997

It is well understood that concentrated forces applied in the plane of a beam or panel (such as a wall or slab) lead to splitting forces developing within a disturbed region forming beyond the bearing zone. In a linearly elastic material the length of the disturbed region is approximately equal to the depth of the member. In concrete structures, however, the length of the disturbed region is a function of the orthotropic properties of the concrete-steel composite. In the detailing of steel reinforcement within the disturbed regions two limit states must be satisfied; strength and serviceability (in this case the serviceability requirement being acceptable crack widths). If the design requires large redistribution of stresses, the member may perform poorly at service and/or overload. In this paper the results of a plane stress finite element investigation of concentrated loads on reinforced concrete panels are presented. Two cases are examined (i) panels loaded concentrically, and (ii) panels loaded eccentrically. The numerical investigation suggests that the bursting force distribution is substantially different from that calculated using elastic design methods currently used in some codes of practice. The optimum solution for a uniformly reinforced bursting region was found to be with the reinforcement distributed from approximately 0.2 times the effective depth of the member ($0.2D_e$) to between $1.2D_e$ and $1.6D_e$. Strut and tie models based on the finite element analyses are proposed herein.

• 한국융합학회논문지
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• 제9권2호
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• pp.201-206
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• 2018

본 연구는 한국과 중국의 남성 장신구 선호도에 관한 연구로서 점점 커지고 있는 현대의 남성장신구 시장의 변화와 발전을 위해 시작되었다. 한국의 남성장신구는 여성 장신구의 일부로서 소규모 시장으로 발전하다가 2006년 이후부터 남성 장신구로서 따로 분류되어 성장하기 시작했다. 하지만 아직까지도 매우 일부의 브랜드에서만 취급하고 있고 디자인의 다양성이 취약하여 혁신을 필요로 하는 시점이다. 중국의 남성 장신구 시장은 젊은 신흥부자들의 영향으로 급속하게 발전하고 있는 추세이다. 하지만 한국과 마찬가지로 중국 또한 남성 장신구의 디자인에 대한 연구가 미흡하여 남성 장신구에 대한 선호도에 대한 연구가 요구된다. 이를 위해 한국과 중국의 남성 장신구 중 대표적인 넥타이핀과 커프스 버튼의 선호도를 설문을 통해 조사한 결과 양국 모두 현재 판매되고 있는 디자인에 만족하지 못하고 있었으며, 한국은 넥타이핀과 커프스 버튼의 대중화가 어느정도 이루어져 소비자의 맞춤형 혁신적 발전이 요구되고 중국은 넥타이핀과 커프스 버튼의 대중화를 통해 남성 주얼리 시장의 성장을 기대할 수 있는 결과를 얻었다.

• 한국구조물진단유지관리공학회 논문집
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• 제11권3호
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• pp.95-104
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• 2007

편심 하중을 받는 철근 콘크리트 기둥에서 띠철근과 콘크리트 강도의 영향을 파악하기 위하여 콘크리트 압축강도, 띠철근 배근간격 및 형상, 편심비를 주요 변수로 하여 단면 $200mm{\times}200mm$의 시험체 24개를 실험하였다. 이러한 연구를 통하여 콘크리트 기둥은 편심거리비, 띠철근 배근간격, 띠철근 배근형태 등에 관계없이 콘크리트 강도가 증가할수록 취성적으로 거동하였고, 편심거리비가 증가할수록 띠철근 배근에 의한 연성 증가 효과는 감소함을 알 수 있었다. 띠철근 배근간격이 100mm에서 30mm로 줄어들 경우, 최대 내력은 10~20% 증가하였으며, 최대 내력 이후에도 보다 연성적으로 거동하였다. 그러므로 고강도 콘크리트 기둥에서 적당한 연성과 강도를 확보하기 위해서는 일반강도 콘크리트에 비하여 더 많은 띠철근 체적비와 밀실한 띠철근 배근이 필요하였으며, 띠철근 배근 간격만을 제한하는 현재의 대한건축학회 내진 기준은 고강도 콘크리트 사용 시 띠철근의 배근 효과와 부재 연성 확보 측면에서 불안전하였으며, 띠철근을 콘크리트 강도와 연계하는 새로운 내진 기준이 필요한 것으로 나타났다.