• Hip & pelvis
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• 제36권3호
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• pp.187-195
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• 2024

Purpose: Pelvis tilting in sagittal plane influences the acetabular cup position. Majority of total hip arthroplasty (THA) are performed in lateral decubitus surgical position. This study is to assess whether there is any difference in sacral slope between standing and lateral decubitus position and influence of this variation in planning acetabular cup anteversion. Materials and Methods: This is a prospective study including 50 patients operated between January 2020 to March 2022. Preoperative radiograph included lumbosacral spine lateral X-ray in standing, supine and lateral decubitus positions to calculate the sacral slope for assessment of anterior or posterior pelvic tilting. In our study, we determined the position of the acetabular cup based on changes in sacral slope between standing and lateral decubitus postures. For patients whose sacral slope increased from lateral decubitus to standing, we implanted the acetabular component with a higher degree of anteversion. Conversely, for patients with reverse phenomenon, the cup was inserted at lower anteversion. Results: Twenty-four patients (48.0%) had increase in sacral slope from lateral decubitus to standing whereas 26 patients (52.0%) had decrease in sacral slope. There was linear correlation between difference in preoperative sacral slope and postoperative cross table lateral cup anteversion. Harris hip scores improved from 40.78 to 85.43. There was no subluxation or dislocation in any patient at minimum 2-year follow-up. Conclusion: Individualized acetabular cup placement is important for better functional outcome in THA. Evaluation of pelvic tilting in lateral decubitus position is necessary for better positioning of acetabular cup and avoid postoperative complications.

• 지질공학
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• 제15권4호
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• pp.487-494
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• 2005

흙 절개지 사면붕괴 원인은 대부분 강우에 의해 체적함수비의 증가에 따라 발생되기 때문에 체적함수비 변화를 측정할 수 있는 새로운 측정기 술이 요구된다. 본 연구에서는 체적함수비 변화를 정량적으로 측정하기 위하여 유전율 측정시스템인 FDR과 ADR 측정프로브를 사용하여 실내 토조시험을 수행하였다. 총 2단계 에 걸쳐 시간당 7.5mm/hour의 인공강우 조건하에서 압밀 화강풍화토 내 발생되는 체적 함수비와 간극수압 변화를 측정하여 비교하였다. 측정결과, 인공강우에 의한 체적 함수비와 간극수압 변화는 거의 동일한 시점에서 함께 파악되었다.

• 한국농공학회논문집
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• 제61권1호
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• pp.131-144
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• 2019

The purpose of study was to determine the hygrophyte index of each plant(HIP) considering the moisture environment condition (MEC) of the native plants on the downstream slope of the fill dam and evaluate its applicability which to develop a method to search for leaks and saturated zones of the fill dam for status evaluation of precision safety diagnosis. The HIP was weighted average and consisted of 19 ranks. The weighted average was calculated according to the following three procedures: First, the linear assumption was made according to the actual habitat environmental conditions, the second one was weighted to 10% of the optimal habitat condition, and finally the average value of the distribution range values. The Hygrophyte index of vegetation at each plot (HIV) was obtained from the Sinheung reservoir (Yesan-gun, Chungcheongnam-do) using the results of vegetation survey of the Sinheung reservoir with precision safety diagnosis and suggested the use of the hygrophyte index of the cultivated vegetation. The average HIP range of plant species that emerged in 50 survey sites on the downstream slope of the Sinheung reservoir is 2.99 to 3.56. The coefficient of variation showed a large difference depending on the appearance of the leakage indicator plant(LIP) species. The range of HIV is 2.80 to 4.26, the mean value is 3.37, standard deviation is 0.37 and the coefficient of variation is 9.7%. As a result, the value of the coefficient of variation showed a large difference depending on the appearance of the plant species.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.499-502
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• 2003

The purpose of this study is to understand the sliding characteristics of the infilling-joint surface using the new devised shear test apparatus with changeable slope for the original infilling materials and the infilling materials experienced cyclic freezing-thawing processes. Three types of the mother rock classified as the igneous rock, the metamorphic rock and the sedimentary rock and the infilling materials were collected for laboratory test. The cohesion according to the slope change of the rock joint shows large variation within ${\pm}$5 degrees but the internal friction angle shows appears the linear decreasing tendency. It is confirmed that the affecting factor of slope change of rock joint at the behavior of rock mass is larger than that of the infilling thickness. Test results show that the cohesion and the internal friction angle in 100 times of cyclic freezing-thawing processes are decreased about 50 percent compared with original one. A further study using various infillings materials would lead to a better understanding of the failure mechanism of rock mass by slope change of rock joint.

• 대한기계학회논문집A
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• 제40권1호
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• pp.33-39
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• 2016

본 논문은 복소수 고유치해석을 통하여 세라믹-세라믹 인공고관절 시스템에서의 동적 불안정성을 연구하고자 하였다. 시스템 파라메터 연구를 통해서 모드 연성 기반의 불안정성을 연구하였고, 음의 기울기를 포함하는 유한요소 해석 모델을 구현하여 음의 기울기에 의한 불안정성에 대해 조사하였다. 그 결과 토션이 지배적인 시스템 모드가 음의 기울기에 의해 불안정해 지며, 이는 축하중에 크게 영향을 받는다는 점을 확인하였다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2002년도 학술대회지
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• pp.209-212
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• 2002

Since Berkhoff proposed the mild-slope equation in 1972, it has widely been used for calculation of shallow water wave transformation. Recently, it was extended to give an extended mild-slope equation, which includes the bottom slope squared term and bottom curvature term so as to be capable of modeling wave transformation on rapidly varying topography. These equations were derived by integrating the Laplace equation vertically. In the present study, we develop a finite element model to solve the Laplace equation directly while keeping the same computational efficiency as the mild-slope equation. This model assumes the vertical variation of wave potential as a cosine hyperbolic function as done in the derivation of the mild-slope equation, and the Galerkin method is used to discretize . The computational domain was discretized with proper finite elements, while the radiation condition at infinity was treated by introducing the concept of an infinite element. The upper boundary condition can be either free surface or a solid structure. The applicability of the developed model was verified through example analyses of two-dimensional wave reflection and transmission. .

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2004년도 임시총회 및 추계학술발표회
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• pp.147-150
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• 2004

수자원을 평가하기 위해서는 먼저 한 지점에서 측정된 강수량을 보간해야 할 필요가 있다. 이를 위하여 강수현상에 영향을 주는 지형변수를 TOVA(Topographic Variables Extraction Program)를 이용하여 고도(ELEV), 경사(SLOPE), 바다까지의 거리(SEA), 방해물(OBST), 방벽(BAR), 굴곡도(SHIELD)로 구분하고 2000.1.1부터 2002.12.31까지의 강수량 자료를 사상별로 추출하여 이들을 서로 비교 분석하였다. 결정계수로 보면 각기 강수사상마다 지형의 영향이 다르게 나타나며 ELEV와 남서방향의 SLOPE, OBST 그리고 전 방향의 SHIELD가 강수량과 관계가 깊은 것으로 나타났다. 다중회귀분석 모형은 강수량의 공간적 변동량의 96%를 설명한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.225-232
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• 2009

Infiltration of rainfall causes railway slopes to be unstable and may result in failure. Basic relationship between the rainfall and stability of railway embankment is defined to analyze its stability by rainfall. An experimental study for defining of infiltration rate of rainfall into slope is conducted in the lab. The results of Rainfall infiltration show that rainfall infiltration is not equal to infiltration as like reservoir because rate of rainfall infiltration is controlled by slope angle. Based on these results, boundary condition of rainfall is altered and various numerical analysis are performed. The variation of shear strength, the degree of saturation and pore-water pressure for railway slope during rainfall can be predicted and the safety factor of railway slope can be expressed as the function of rainfall amount, namely rainfall index. And suggested rainfall index is compared with the rail transport operation control which is used in KORAIL. It is judged that this rainfall index can be a good tool for the rail-transport operation control.

• 한국전자파학회논문지
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• 제18권11호
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• pp.1299-1308
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• 2007

본 논문에서는 주파수 가변 비동기 모노펄스 시스템에서 추정각 변화량을 최소화하기 위한 모노펄스 기울기 교정 방법을 제시하였다. 이를 위해 우선 안테나 및 RF 수신기의 수신 채널간 이득 및 위상 불균형에 의한 모노펄스 기울기 특성을 분석하였고, 안테나를 포함한 RF 수신기의 채널간 이득 및 위상 불균형을 최소화하기 위한 교정 방법을 제시하였다. 또한, IF 수신기의 채널간 상대 이득 불균형에 의한 영향을 최소화하기 위해 채널 절체를 통한 교정 방법을 제시하였다. 제시된 방법들에 의한 교정 결과, 주어진 주파수 대역폭 내에서의 측정된 평균모노펄스 기울기는 -0.96이 되었으며, 추정각 변화량은 이론값과 유사한 방위각 ${\pm}2^{\circ}$에서 최대 $0.15^{\circ}$, 방위각 $0^{\circ}$에서 최대 $0.03^{\circ}$가 되었다.

• 지질공학
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• 제21권3호
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• pp.247-257
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• 2011

본 연구는 사면재해 취약성 평가를 위해 사면모델 중 하나인 무한사면 해석모델을 적용하였다. 그러나 무한사면 해석모델은 광역적인 연구지역에 적용하는데 있어서 데이터획득 및 처리과정에 어려움이 있고 데이터 획득과정에서 불가피하게 불확실성이 개입되는 문제가 있다. 이러한 불확실성을 최소화하기 위해 확률론적 해석기법인 몬테카를로 시뮬레이션을 적용하였으며, 광역적인 연구지역에 무한사면 해석모델을 적용하기 위하여 GIS를 활용한 무한사면 안정해석법으로 파괴확률을 획득하였다. 연구지역으로는 사면재해가 집중적으로 발생한 보은지역을 선정하였고 사면의 기하학적인 특성과 점착력 및 내부마찰각 등의 강도정수를 획득하였다. 또한 불확실성의 효과를 평가하기 위해 강도정수의 변동계수를 10%에서 30%로 고려하였고 이러한 과정을 통하여 확률론적 해석기법은 자료의 불확실성을 감쇠시킬 수 있다는 결과를 도출하였다.