• 한국전자파학회논문지
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• 제15권2호
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• pp.183-187
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• 2004

본 논문에서는 무선랜용 역 F형 안테나가 소개되었다. 제안된 안테나는 두 개의 가변 공진 모드를 갖는 일반적인 평판 역 F형 안테나를 기본으로 설계되었다. 이 소형 안테나는 금속판을 각인(stamping)하여 제작되었고 노트북의 LCD 양 측면의 보호용 금속 지지대에 장착할 수 있다. 그리고 이 안테나는 2.4 GHz와 5 GHz 대역에서 동작하며 다른 무선통신기기들에도 적용될 수 있다. 모든 실험은 안테나가 실제 측정용 노트북에 장착된 상태에서 이루어졌다.

• Structural Engineering and Mechanics
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• 제41권4호
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• pp.509-525
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• 2012

In recent years, CFRP material usage in strengthening applications gradually became widespread. Especially, the studies on the strengthening of shear deficient reinforced concrete beams with CFRP strips are chosen as a subject to numerous experimental studies and research on this subject are increased rapidly. The most important variable, that is affected on the failure mode of CFRP strips and that is needed for determining the shear capacity of the strengthened reinforced concrete beams, is the strain distribution between CFRP strips and concrete. Numerous experimental studies are encountered in the literature about the determination of strain distribution between CFRP strips and concrete. However, these studies mainly focused on the CFRP strips under axial tension. There are very limited numbers of experimental and analytic studies examining the strain distribution between concrete and CFRP strips, which are under combined stresses due to the effects of shear force and bending moment. For this reason, existing experimental study in the literature is used as model for ANSYS finite element software. Nonlinear finite element analysis of RC beams strengthened against shear with CFRP strips under reverse cyclic loading is performed. The strain distributions between CFRP strips and concrete that is obtained from finite element analysis are compared with the results of experimental measurements. It is seen that the experimental results are consisted with the results derived from the finite element analysis and important findings on the strain distribution profile are reached by obtaining strain values of many points using finite element method.

• 한방비만학회지
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• 제15권2호
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• pp.137-143
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• 2015

The purpose of this study is to investigate the clinical studies of cupping therapy for obesity in Traditional Chinese Medicine (TCM) and to evaluate the effects of it for use in practice. CNKI were searched for controlled studies on cupping therapy for obesity that were published up to September 2015. The review included 9 randomized controlled trials, and we analyzed the objectives, process of interventions, outcome measurements, and main results of the studies. We found that cupping therapy combined with acupuncture, electric acupuncture or thread embedding have more effectively decreased body mass index, waist circumference and lipid profile than acupuncture, electric acupuncture or thread embedding only have done. In the reviewed studies, cupping therapy treated in the region of abdomen, upper and lower limbs, and dorsal part operating on 5 to 25 minutes for one time with total 6 to 45 times of schedule. In this study, we demonstrated that cupping therapy combined with acupuncture, electric acupuncture or thread embedding could have effectively used for treating obesity. Further evaluation and clinical researches are required to establish evidence in practice.

• International Journal of Naval Architecture and Ocean Engineering
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• 제6권4호
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• pp.983-999
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• 2014

The structural design of the ships includes two main issues which should be checked carefully, namely the extreme structural response (yielding & buckling) and the fatigue structural response. Even if the corresponding failure modes are fundamentally different, the overall methodologies for their evaluation have many common points. Both issues require application of two main steps: deterministic calculations of hydro-structure interactions for given operating conditions on one side and the statistical post-processing in order to take into account the lifetime operational profile, on the other side. In the case of ultra large ships such as the container ships and in addition to the classical quasi-static type of structural responses the hydroelastic structural response becomes important. This is due to several reasons among which the following are the most important: the increase of the flexibility due to their large dimensions (Lpp close to 400 m) which leads to the lower structural natural frequencies, very large operational speed (> 20 knots) and large bow flare (increased slamming loads). The correct modeling of the hydroelastic ship structural response, and its inclusion into the overall design procedure, is significantly more complex than the evaluation of the quasi static structural response. The present paper gives an overview of the different tools and methods which are used in nowadays practice.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2007년도 특별 심포지엄 논문집
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• pp.31-42
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• 2007

Dc resistivity monitoring has been increasingly used in order to understand the changes of subsurface conditions in terms of conductivity. The commonly adopted interpretation approach which separately inverts time-lapse data may generate inversion artifacts due to measurement error. Eventually the contaminated error amplifies the artifacts when reconstructing the difference images to quantitatively estimate the change of ground condition. In order to alleviate the problems, we defined the subsurface structure as four dimensional (4-D) space-time model and developed 4-D inversion algorithm which can calculate the reasonable subsurface structure continuously changing in time even when the material properties change during data measurements. In this paper, we discussed two case histories of resistivity monitoring to study the ground condition change when the properties of the subsurface material were artificially altered by injecting conductive materials into the ground: (1) dye tracer experiment to study the applicability of electrical resistivity tomography to monitoring of water movement in soil profile and (2) the evaluation of cement grouting performed to reinforce the ground. Through these two case histories, we demonstrated that the 4-D resistivity imaging technique is very powerful to precisely delineate the change of ground condition. Particularly owing to the 4-D inversion algorithm, we were able to reconstruct the history of the change of subsurface material property.

• Journal of the Optical Society of Korea
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• 제18권5호
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• pp.531-537
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• 2014

Through-silicon vias (TSVs) are fine, deep holes fabricated for connecting vertically stacked wafers during three-dimensional packaging of semiconductors. Measurement of the TSV geometry is very important because TSVs that are not manufactured as designed can cause many problems, and measuring the critical dimension (CD) of TSVs becomes more and more important, along with depth measurement. Applying white-light scanning interferometry to TSV measurement, especially the bottom CD measurement, is difficult due to the attenuation of light around the edge of the bottom of the hole when using a low numerical aperture. In this paper we propose and demonstrate four bottom CD measurement methods for TSVs: the cross section method, profile analysis method, tomographic image analysis method, and the two-dimensional Gaussian fitting method. To verify and demonstrate these methods, a practical TSV sample with a high aspect ratio of 11.2 is prepared and tested. The results from the proposed measurement methods using white-light scanning interferometry are compared to results from scanning electron microscope (SEM) measurements. The accuracy is highest for the cross section method, with an error of 3.5%, while a relative repeatability of 3.2% is achieved by the two-dimensional Gaussian fitting method.

• 치과방사선
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• 제7권1호
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• pp.19-26
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• 1977

The purpose of this study was to obtain the cephalometric maxillofacial soft tissue measurements, and to define the differences that exist between males and females on the soft tissue profile who had normal occlusion in mixed dentitions. For the object of this study, cephalometric radiographs were obtained from the centric occlusion with the relaxed lip position. Copper filter was designed to obtain both hard and soft tissue structure on the same film. The subjects consist of 100 males and 100 females from 8 to 12.4 years with the normal occlusion and acceptable profiles. The author measured facial depth, vertical height from the tissue profiles in the mixed dentitions. The significant test compare males with females. The following results were obtained from the study 1. In facial convexity, much more larger females than that of males. 2. Inclination of the lip posture were more larger in maxilla (male) and in females more larger in the mandible. 3. The thickness of soft tissue were thicker in males, the height of nose were more prominent in females. 4. There were no significant differences in both sexes.

• International Journal of Concrete Structures and Materials
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• 제11권2호
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• pp.261-273
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• 2017

The control of the deformative behaviour of pre-stressed concrete roof elements for a satisfactory service performance is a main issue of their structural design. Slender light-weight wing-shaped roof elements, typical of the European heritage, are particularly sensitive to this problem. The paper presents the results of deformation measurements during storage and of both torsional-flexural and purely flexural load tests carried out on a full-scale 40.5 m long innovative wing-shaped roof element. An element-based simplified integral procedure that de-couples the evolution of the deflection profile with the progressive shortening of the beam is adopted to catch the experimental visco-elastic behaviour of the element and the predictions are compared with normative close-form solutions. A linear 3D fem model is developed to investigate the torsional-flexural behaviour of the member. A mechanical non-linear beam model is used to predict the purely flexural behaviour of the roof member in the pre- and post-cracking phases and to validate the loss prediction of the adopted procedure. Both experimental and numerical results highlight that the adopted analysis method is viable and sound for an accurate simulation of the service behaviour of precast roof elements.

• Journal of Yeungnam Medical Science
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• 제7권2호
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• pp.131-139
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• 1990

저자는 치열교정 및 악교정 술식에 있어서 증례분석 및 진단에 활용하고자 Ricketts의 10 factor analysis 및 7 internal structure를 합해 도합 17개 항목으로 한국 성인 정상 교합자의 안모형태의 특징 및 기준치를 분석하여 치열 및 악안면 조화의 관계를 연구하였는데, 연구대상으로는 21세 이상의 한국 성인 정상 교합자 중 남자 30명, 여자 30명 합계 60명올 대상으로 연구하여 성인 남녀별 각 계측 항목의 평균치, 표준편차를 산출하고, 남녀별 유의성 검정을 시행하였다.

• 대한기계학회논문집B
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• 제25권3호
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• pp.356-365
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• 2001

Heat (mass) transfer characteristics have been investigated on the endwall of a large-scale linear turbine cascade. Its profile is based on the mid-span of the first-stage rotor blade in a industrial gas turbine. By using the naphthalene sublimation technique, local heat (mass) transfer coefficients are measured for two different free-stream turbulence intensities of 1.3% and 4.7%. The results show that local heat (mass) transfer Stanton number is widely varied on the endwall, and its distribution depends strongly on the three-dimensional vortical flows such as horseshoe vortices, passage vortex, and corner vortices. From this experiment, severe heat loads are found on the endwall near the blade suction side as well as near the leading and trailing edges of the blade. In addition, the effect of the free-stream turbulence on the heat (mass) transfer is also discussed in detail.