• Journal of Veterinary Clinics
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• v.13 no.2
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• pp.103-107
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• 1996

한우 성우 및 송아지에서 신장 및 방광의 정상적인 초음파영상에 관한 연구를 하기 위하여 본 연구를 수행하였다. 초음파 검사법에 의하여 19두의 한우 성우의 우측 신장 및 방광과 16두의 한우 송아지의 양측 신장 및 방광의 위치, 면적 및 구조를 관찰하였다. 3.5 또는 5.0-MHz convex transducer 및 5.0-MHz sector transducer를 사용하여, 신장은 요추측와 및 최후 늑간강에서 관찰하였으며, 방광은 하복부 정중선에서 관찰하였다. 송아지의 우측 신장은 6.9-9.9cm의 길이, 4.2-6.6 cm의 폭, 그리고 2.5-3.3 cm의 깊이를 나타내었다. 우측 신장의 실질 및 신동의 직경은 각각 0.77-1.26 cm 및 0.67-0.94 cm를 나타내었다. 송아지의 좌측 신장에서도 유사한 결과를 나타내었다. 성우의 우측 신장은 10.6-11.7 cm의 폭, 그리고 5.0-8.4cm의 깊이를 나타내었다. 우측 신장의 실질 및 신동의 직경은 각각 1.9-3.1 및 1.6-2.7cm를 나타내었다. 송아지에서 방광의 직경, 원주 및 면적은 각각 52.3mm, 162.8mm alc $22.3cm^{2}$이었으며, 성우에서의 방광의 직경, 원주 및 면적은 각각 94.3mm, 293.8mm alc $69.4^{2}$이었다. 본 연구에서의 초음파검사 결과는 한우 성우 및 한우 송아지의 신장 및 방광의 형태학적 변화의 진단을 위한 참고자료로서 사용될 수 있다는 결론을 얻었다.

• Proceedings of the Korea Water Resources Association Conference
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• 2008.05a
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• pp.1137-1141
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• 2008

본 연구에서는 경기도 설마천 지역에 위치한 독립사면에서 토양수분을 연속측정한 결과를 분석하였다. 관측망의 설계를 통하여 선정한 위치에 탐침을 매설하고 공간적인 분포를 가진 시계열 형태의 데이터를 10cm 깊이에서 수집하였다. 전이함수 모형을 사면에서의 토양수분 전이과정에 대응하고, 이를 실제 측정한 데이터에 의해서 분석한 결과와 비교해 보았다. 전이 함수 모형은 강우 데이터를 입력변수로 하고 토양수분 시계열 데이터를 반응 변수로 하여 전개하였고, 시계열 모형의 전개는 크게 자료전처리, 모형구조의 규명, 모수추정, 모형진단 등의 과정을 통해서 적합한 모형을 도출하였다. 산지 사면에서의 토양수분을 전이함수에 의하여 전개한 모형은 토양수분의 깊이별 변화와 지형적 분포 양상에 따라 특색을 나타내었다. 또한 2003년 가을과 2004년 봄의 전이함수 모형 추정을 통하여 계절별 특성이 나타남을 알 수 있는데, 봄의 토양수분의 분포는 가을의 토양수분에 비하여 큰 변동성과 고차항의 반응양상을 보인다. 본 연구는 전이함수를 이용한 토양수분의 시계열 분석이 사면에서의 토양수분 변동특성을 지형적, 계절적 특성과 연계하여 이해하고 특성화하는 과정의 적절한 도구가 될 수 있음을 보여주고 있다.

• Proceedings of the Optical Society of Korea Conference
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• 2000.08a
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• pp.60-61
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• 2000

표면 형상을 측정하는 방법은 샘플표면의 평평도, 곡률, 거칠기, 깊이 측정등의 수많은 상업적 응용을 위해 광범위하게 개발되어왔다. 이중에서도 특히 간섭현상을 이용한 광 표면 프로파일러는 표면의 3차원 구조를 측정하는데 있어서 subangstrom의 매우 높은 깊이 분해능을 가지므로 샘플 표면의 정밀 진단에 많이 사용되어 왔다. [1,2] 광 간섭 현미경은 기본적으로 광위상 변화를 검출하여 그것을 표면구조변화로 바꾸어주는 역할을 한다. 그러나 광위상 변화는 샘플 표면의 구조뿐만 아니라 물질 변화와 박막두께 변화에도 민감하므로 순수한 표면구조측정은 샘플이 단일물질인 경우에만 달성된다는 문제점이 있다. 따라서 이러한 광위상 측정과 관련된 ambiguity를 해결하기 위해서는 일반적인 광 간섭 현미경에서 얻어지는 위상데이터와 더불어 물질변화를 분석할 수 있는 다른 추가적인 데이터가 필요하다. 이러한 필요성 때문에 우리는 광위상 뿐만 아니라 반사율 분포도 동시에 측정할 수 있는 새로운 방식의 다출력단 호모다인 간섭계(Homodyne I/Q Interferometer; HIQI)를 구성하였으며[3], 그 실험장치도는 [Fig. 1]과 같다. HIQI는 in-phase and quadrature 검출방식에 기반을 두며, 이 검출방식은 PBS에서 반사되는 빛살과 투과되는 빛살 사이의 위상차가 $\pi$/4라는 실험결과로부터 달성된다. HIQI는 샘플 표면의 3차원 구조 뿐만 아니라 광학적 특성의 2차원 분포도 동시에 얻을 수 있다. (중략)

• The Journal of Korean Academy of Prosthodontics
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• v.52 no.4
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• pp.366-375
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• 2014

Surgical guide not only provide diagnosis and treatment plan, but even location and direction of implantation. Surgical guide could be divided into non-limited design, partially limited design, and completely limited design. Partially limited design is easily manufactured and inexpensive but less accuracy, compared to completely limited design. From this approach, partially limited design may be particularly effective in patients who present with a single missing tooth or partially edentulous teeth. Completely limited design is anatomically accuracy, esthetical and functional, optimized treatment for prosthetic and biomechanical perspective, and also minimizes discomfort for post-treatment. The purpose of this study is to review previous studies of various surgical guides and applying in clinic.

• Journal of Korean Ophthalmic Optics Society
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• v.16 no.3
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• pp.293-297
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• 2011

Purpose: This study was to know the correlation among refractive error and the dimensions of ocular components on older adults. Methods: The subjects were 95 older age who had no eye diseases. The refractive error, corneal radius, corneal diopter, axial length, anterior chamber depth and lens thickness were measured and analysed. Results: The axial length(AL)/corneal radius(CR) ratio was positively correlated with the corneal diopter, axial length, the anterior chamber depth. Then it was negatively correlated with corneal radius. It was shown that the highest correlation was between the corneal diopter and axial length (r = -0.545, p = 0.000). The spherical equivalent of the refractive error was negatively correlated with the AL/CR ratio. Conclusions: It was shown that the AL/CR ratio was a very important indicator for diagnosing the refractive error of the old age.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.2
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• pp.34-45
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• 2017

Cyclic loading tests for a total of nine test specimens were performed to evaluate the seismic performance of the exposed steel column-base plate connections. From the tests, flexural strength, deformation capacity, energy dissipation, and initial stiffness were investigated. The primary test parameters were the thickness of base-plate, embedment length of anchor bolt, the presence of hook, and rib plates. Test results showed that flexural behavior of column base-plate connection was substantially affected by the base-plate thickness, embedment length and the number of anchor bolts. On the other hand, the effect of rib plates on the increase of the flexural performance was not observed. The initial stiffness of the test specimens was about 15% of the flexural stiffness obtained by assuming that the support is fixed. As a result, even if the exposed column base-plate is designed in accordance with current design recommendations, in case that bond strength between concrete and the anchor bolts is not sufficient, the base-plate connection showed an unaccceptable load-displacement behavior.

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.2
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• pp.94-102
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• 2020

Precast concrete segment arch system has an economic and construct ability that combined with advantage of precast concrete and arch behavior. A precast concrete segment arch system with outrigger is consisted of segmented precast panels, a steel outrigger rib, and V-strip to connect precast panels with a steel outrigger rib and cast-in-place anchors in precast panels to connect V-strip should have sufficient pull-out capacity to form its arch shape by site lifting for assembled precast panels and outriggers. However, it is difficult to secure its embedment depth due to the relatively shallow thickness of precast panel. It can be also occurred that flexure deformation of precast panels caused by its pull-out behaviors. In this study, pull-out capacity of cast-in-place anchor was examined for construction of precast concrete segment arch system with outriggers. Therefore, a total of 24 precast panel specimens were fabricated to examine pull-out capacities of cast-in-place anchor in precast panels, and installation depth of anchors, diameter of anchors and wire mesh effects for the precast panel were examined. From this pull-out tests, its pull-out capacities and failure modes were evaluated and the type of the cast-in-place anchor applicable to the precast concrete segment panel arch system with outriggers was determined from comparison of the design specification values.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.1
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• pp.111-118
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• 2014

The present study concerns the leachability of alkali ions from hardened cement paste in terms of an increase in the pH together with the rate of alkali leaching. To evaluate the influence of mix design on the leaching capacity and rate of alkali, different water-cement ratios (W/C) and binders were used to manufacture paste specimens. The cement paste was made in the form of rectangular bucket where deionised water was subsequently supplied as solvent media. Then the specimen was wrapped in polythene film to avoid contact to atmospheric conditions, which may affect the water chemistry in the bucket. The pH of media was monitored until no further change in the pH value was observed, of which value then used to calculate the leaching capacity and rate. The influence of binder on the pH of solvent is more dominant than that of water to cement ratio: OPC paste produced the highest level of alkali leaching, whilst 30% PFA and 60% GGBS pastes imposed lower level of alkali leaching. After the monitoring of the pH, the inner bucket was ground with an increment of 1.0 mm to measure the leaching influence using the suspension consisting of paste powder and deionised water. It was found that the impact zone for OPC was about 7-8 mm, whilst 30% PFA and 60% GGBS had deeper impact depth of the alkali leaching.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.6
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• pp.169-177
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• 2017

Recently, as the size of transportation vessels has increased, there is a growing need for securing the front-water depths of existing port facilities. The method of deepening front-water depth is securing the depth of the port facility, and it is reinforced by grouting after excavating the rubble-mound to the required depth. The purpose of this study is to investigate the reinforcing performance and filling performance of thixotropic grout as a grouting material for reinforcing rubble-mound. Compressive strength tests were carried out for two types of thixotropic grout, and 5 specimens with a diameter of 400 mm and a height of 530 mm were manufactured and evaluated for filling performance. The required strength of reinforced rubble-mound required to ensure the safety of the structure is 6 MPa. All the thixotropic grouts used in this study were found to satisfy the required strength over 9 MPa at 7 days of age. As a result of visual observation of filling state of the filling performance test specimens, it was confirmed that the thixotropic grout was well filled up to the desired fillet height.

• Korean Journal of Agricultural and Forest Meteorology
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• v.10 no.2
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• pp.35-46
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• 2008

Soil moisture is one of the important components in hydrological processes and also controls the subsurface flow mechanism at a hillslope scale. In this study, time series of soil moisture were measured at a hillslope located in Gwangneung National Arboretum, Korea using a multiplex Time Domain Reflectometry(TDR) system measuring soil moisture with bi-hour interval. The Box-Jenkins transfer function and noise model was used to estimate spatial distributions of soil moisture histories between May and September, 2007. Rainfall was used as an input parameter and soil moisture at 10 cm depth was used as an output parameter in the model. The modeling process consisted of a series of procedures(e.g., data pretreatment, model identification, parameter estimation, and diagnostic checking of selected models), and the relationship between soil moisture and rainfall was assessed. The results indicated that the patterns of soil moisture at different locations and slopes along the hillslope were similar with those of rainfall during the measurment period. However, the spatial distribution of soil moisture was not associated with the slope of the monitored location. This implies that the variability of the soil moisture was determined more by rainfall than by the slope of the site. Due to the influence of vegetation activity on soil moisture flow in spring, the soil moisture prediction in spring showed higher variability and complexity than that in early autumn did. This indicates that vegetation activity is an important factor explaining the patterns of soil moisture for an upland forested hillslope.