• Journal of the Korean Institute of Telematics and Electronics
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• v.20 no.3
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• pp.21-28
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• 1983

Four new types of TDM/FDM translation system are proposed in this paper. In the proposed system, the periodically time varying filters (P.V.F) are used in order to modify the general TDM/FDM conversion systems. The new systems have the simple structure as compared with the existing systems and the multiplication rate is reduced to about 2.0${\times}$10 multiplications/s$.$channel. It is verified by the computer simulation that the proposed systems can be used as 12-channel TDM/FDM translation systems.

• Journal of the Korean Society for Precision Engineering
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• v.22 no.2
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• pp.79-88
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• 2005

Evaluating the effective properties of materials containing various types of in-homogeneities is an important issue in the analysis of structures composed of those materials. A simple and effective method for the purpose is to impose the periodic displacement boundary conditions on the finite element model of a unit cell. Their theoretical background is explained based on the purely kinematical relations in the regularly spaced in-homogeneity problems, and the strategies to implement them into the analysis and to evaluate the homogenized material constants are introduced. The creep behavior of a thin sheet with square arrayed rectangular voids is characterized, where the orthotropy is induced by the presence of the voids. The homogenization method is validated through the comparison of the analysis of detailed model with that of the simplified one with the effective parameters.

• Proceedings of the Korea Information Processing Society Conference
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• 2013.05a
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• pp.232-235
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• 2013

간 질환 진단을 위한 의료 초음파 동영상에서 호흡으로 인한 영상의 흔들림 현상은 전이시간(transit time) 요소와 같은 진단 파라미터의 신뢰도를 저하시킬 뿐만 아니라, 정확한 병변 형태의 추출을 어렵게 한다. 본 연구에서는 호흡 주기를 자동으로 감지하고 이를 기반으로 ROI 를 추적하는 방법과 프레임 샘플링을 통하여 TIC(Time-Intensity Curve) 형태의 왜곡을 보정하는 방법을 고찰한다. 세부적으로 동적 가중치와 모멘텀 요소를 고려한 추적 기법을 제시하고 유용성을 평가한다. 또한 호흡주기와 프레임간 유사도(similarity)를 기반으로 한 영상 샘플링 기법을 제안하고 이로부터 신호의 왜곡을 보정할 수 있음을 보인다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.23 no.1
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• pp.73-80
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• 2010

Wind-induced vibration is one of the important structural design factors for serviceability of tall buildings. In order to evaluate the reliable wind-loads and wind induced-vibration, it is necessary to obtain the exact natural period of buildings. The discrepancy in the natural period estimation often results in the overestimation of wind loads. In this study, the effectiveness of lateral stiffness estimation method for tall buildings with flat plate system is evaluated. For this purposed, the results of finite element analysis of three recently constructed buildings are compared with those obtained from field measurement. For the analysis, factors affecting on the lateral resistance such as cracked stiffness of vertical members, elastic modulus of concrete, effective slab width, and cracked stiffness of link beam are considered. Form the results, it is found that the use of non-cracked stiffness and application of dynamic modulus of elasticity rather than initial secant modulus yields closer analysis result to the as-built period.

• Proceedings of the Materials Research Society of Korea Conference
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• 2003.11a
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• pp.53-53
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• 2003

최근 높은 유전상수와 잔류 분극, 비선형 등의 다양한 유전적인 특성으로 인해 산화물 박막이 많은 관심을 가지고 연구되어지고 있다. 많은 산화물 박막중에서도 BaTiO3/SiTiO3 (BTO/STO) 인 공격자는 STO나 BTO 또는 (Ba$_{0.5}$ Sr$_{0.5}$)TiO$_3$ (BST)등의 고용체들과 비교했을 때 아주 뛰어난 유전적인 성질을 나타내고 있다. 특히 1000 $\AA$ 이하의 낮은 두께에서도 높은 유전상수와 비선형도를 가진다는 사실이 선행된 실험에서 밝혀졌는데 BTO와 STO를 각각 2 unit cell (8 $\AA$)로 고정 시킨 후 다층 박막으로 제작했을 때 가장 큰 유전 특성을 얻을 수 있었다. 이런 뛰어난 유전적인 성질은 BTO와 STO 각 층의 두께와 주기 변화에 따른 박막 내부의 인위적인 stress와 그에 따른 격자 변형과 아주 밀접한 관계가 있음으로 생각되어진다. 따라서 이런 두 계면에서의 stress와 격자 변형을 더욱 정착하게 분석하기 위해서는 각 층을 원자 단위로 정확하게 두께 제어를 하고 증착되어지는 과정중에서의 growth mode를 확인하는 것이 무엇보다 중요한 일이다.

• The Journal of Korean Academy of Prosthodontics
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• v.49 no.2
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• pp.106-113
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• 2011

The object of this clinical study was to evaluate the short-term outcome of modified resin-bonded fixed partial dentures which utilizes the original tooth undercuts and different path of insertion of components. Materials and methods: 71 units of modified RBFPDs that were used in 21 patients at the Department of Prosthodontics, College of Dentistry, Yonsei University were evaluated. The follow-up period was up to 25 months, the mean being 7 months. Survival rate, mobility, percussion, probing depth, bleeding on probing, plaque index was recorded and radiographs were taken to monitor alveolar bone loss. Results & Conclusion: Within the limits of this short term retrospective study, it was concluded that: 1. No mechanical failure such as debonding or fracture of the framework was found during the follow-up period. 2. The periodontal apparatus was stable and no clinical change was observed after prosthetic treatment. 3. No significant marginal bone loss was found in the radiographic evaluation.

• Journal of the Korean GEO-environmental Society
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• v.16 no.9
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• pp.43-51
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• 2015

In this paper, a 3D shell-spring model that can perform time history analysis of buried pipelines is used to evaluate the effect of the incident direction of the earthquake motion. When applying harmonic motions, it is shown that the period of vibration has pronounced influence on the response of buried pipelines. With decrease in the period, the curvature of the pipeline and corresponding response are shown to increase. To evaluate the effect of the incident angle, the motions are applied in the direction of the pipleline, horizontal, and vertical planes. When the motion is applied parallel to the direction of the pipeline, it only induces bending strains and therefore, the response is the lowest. Under motions subjected in horizontal and vertical planes at an angle of $45^{\circ}$ from the longitudinal axis of the buried pipeline, the axial deformation is shown to contribute greatly to the response of the pipelines. When imposing two-components simultaneously, the calculated response is similar to the case where only single-component is imposed. It is because one component only induces bending strain, resulting in very small increase in the response. The trend of the response is shown to be quite similar for recorded motions. Therefore, it is concluded that use of a single-component is sufficient for estimation of the longitudinal response of buried pipelines.

• Proceedings of the Materials Research Society of Korea Conference
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• 2009.05a
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• pp.44.1-44.1
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• 2009

최근 경조직 재생 (hard tissue regeneration) 에 대한 연구가 활발히 진행되고 있다. 그러나 이와같은 연구는 결손도입의 어려움 및 이차적인 골절의 위험성 때문에 대형동물을 중심으로 진행되고 있으며, 그 결과 동물실험에 있어서 시간적 경제적으로 큰 리스크를 수반한다. 그러나 유전자 변형동물의 대부분은 마우스이며, 분자생물학적 관점에서 골재생의 과정을 이해하기 위해서는 마우스를 이용한 골재생 모델의 확립이 필요하다. 따라서 본 연구에서는 마우스를 통해 경조직 재생모델의 제작방법을 검토함과 동시에, 골재생부위에 대한 골질 (bone quality) 및 골양 (bone quantity) 평가의 방법을 수립하는 것을 목적으로 하였다. 골결손은 생후 8주의 마우스에 시술하였다. 치과용 드릴을 이용하여 경골 (tibia) 길이의 30 % 부근의 내측(medial) 면에서 골수강 (marrow cavity) 방향으로 $500\;{\mu}m\varphi$의 원주형 결손을 도입하였다. 시술 후의 골재생과정을 관찰하기 위해 ${\mu}CT$ (SMX-100CT: Simazu) 를 이용하여 주기적으로 촬영하였으며, 골양 (BV/TV) 의 회복과정은3D-bon (RATOC) 을 이용하여 정량적인 해석을 수행하였다. 그리고 재생부의 골질 (아파타이트 배행성; BAp orientation) 평가는 투과형micro-beam XRD (R-AXIS BQ: Rigaku)를 이용하여 수행하였다.

• Journal of the Institute of Electronics Engineers of Korea TC
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• v.37 no.9
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• pp.38-48
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• 2000

This paper presents the photonic bandgap structure that has a defect mode within a broad stopband. In order to create a broad stopband, we eliminated one of periodic stopbands of PBG structure by using a quarter-wavelength transformer and cascaded another PBG structure having a center frequency corresponding to the eliminated stopband. We have demonstrated that it is a simple and effective method that can solve an overlapping problem of periodic stopband in two cascaded PBG structures.

• Journal of the Korea Concrete Institute
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• v.20 no.1
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• pp.13-22
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• 2008

The initiation and growth processes of cyclic ice body in porous systems are affected by the thermo-physical and mass transport properties, as well as gradients of temperature and chemical potentials. Furthermore, the diffusivity of deicing chemicals shows significantly higher value under cyclic freeze-thaw conditions. Consequently, the disintegration of concrete structures is aggravated at marine environments, higher altitudes, and northern areas. However, the properties of cyclic freeze-thaw with crack growth and the deterioration by the accumulated damages are hard to identify in tests. In order to predict the accumulated damages by cyclic freeze-thaw, a regression analysis by the response surface method (RSM) is used. The important parameters for cyclic freeze-thawdeterioration of concrete structures, such as water to cement ratio, entrained air pores, and the number of cycles of freezing and thawing, are used to compose the limit state function. The regression equation fitted to the important deterioration criteria, such as accumulated plastic deformation, relative dynamic modulus, or equivalent plastic deformations, were used as the probabilistic evaluations of performance for the degraded structural resistance. The predicted results of relative dynamic modulus and residual strains after 300 cycles of freeze-thaw show very good agreements with the experimental results. The RSM result can be used to predict the probability of occurrence for designer specified critical values. Therefore, it is possible to evaluate the life cycle management of concrete structures considering the accumulated damages due to the cyclic freeze-thaw using the proposed prediction method.