• 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.

• Geomechanics and Engineering
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• 제8권4호
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• pp.511-521
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• 2015

It is a common failure type that high-filled embankment slope sideslips. The deformation mechanism and factors influencing the sideslip of embankment slope is the key to reduce the probability of this kind of engineering disaster. Taking Liujiawan high-filled embankment slope as an example, the deformation and failure characteristics of embankment slope and sheet-pile wall are studied, and the factors influencing instability are analyzed, then the correlation of deformation rate of the anti-slide plies and each factor is calculated with multivariate linear regression analysis. The result shows that: (1) The length of anchoring segment is not long enough, and displacement direction of embankment and retaining structure are perpendicular to the trend of the highway; (2) The length of the cantilever segment is so large that the active earth pressures behind the piles are very large. Additionally, the surface drainage is not smooth, which leads to form a potential sliding zone between bottom of the backfill and the primary surface; (3) The thickness of the backfill and the length of the anti-slide pile cantilever segment have positive correlation with the deformation whereas the thickness of anti-slide pile through mudstone has a negative correlation with the deformation. On the other hand the surface water is a little disadvantage on the embankment stability.

• 한국지반공학회논문집
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• 제23권3호
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• pp.111-121
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• 2007

지진하중의 불확실성을 평가할 수 있는 신뢰성기반 해석기법을 제시한다. 이 기법은 종래의 한계평형법과 뉴막-형식의 변형량 계산기법에 확률개념을 도입하였으며 피해 위험성을 몬테칼로 시뮬레이션 해석기법으로 계산한다. 지진파를 작성하고 이들을 사면 내진 해석에 사용하고자 확률변수 프로세스와 RMS 재해 기법을 도입하였다. 지반성질의 변동성과 통계오차도 고려하였다. 신뢰성 해석 결과 지진활동이 활발한 지역에서는, 계산된 사면파괴 위험성과 과도한 영구변형의 관점에서 비교할 때 지진재해 평가가 더 중요한 사항이며, 재료성질의 모사방법의 차이는 상대적으로 영향이 적다는 사실이 밝혀졌다. 이 결과는 원형 및 비원형 형태의 활동면 파괴에 모두 해당된다.

• 수산해양기술연구
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• 제41권1호
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• pp.17-26
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• 2005

본 연구는 현용 정치망에서 나타나는 급조시의 심한 망형상과, 그물의 파망 및 유실에 의한 조업부진 등의 문제점을 해결하기 위해 일본의 근해어장용 양식 가두리시설에서 사용한 부가중량추의 이용방법을 도입하여 국내 정치망으로의 적용할 가능성을 검토하였다. 그 결과를 요약하면 다음과 같다. 1. 운동장이 흐름의 조상측인 경우, 부가중량추의 무게가 1.3${\sim}$5.2gf으로 증가할 때 장력은 기준형보다 약 10${\sim}$25% 증가하였다. 부착위치에 따라서는 A-type과 B-type은 기준형과 비슷하였고, C-type과 D-type은 기준형보다 약 10${\sim}$15% 증가하였다. 2. 부가중량추의 무게가 1.3${\sim}$5.2gf으로 증가할 때 운동장 섶장의 기울기 변화량은 약 0${\sim}$70$^{\circ}$, 비탈그물의 섶장은 약 0${\sim}$64$^{\circ}$, 조하측인 제 2원통의 섶장은 약 0${\sim}$46$^{\circ}$까지였고, 유속이 0.0${\sim}$0.6m/s로 증가할 때 제1원통고 제2원통 까래의 깊이는 정조시 보다 약 50% 감소하였다. 3. 부가중량추의 부착위치에 따른 운동장 섶장의 깊이는 A-type은 기준형보다 약 25%, B-type은 약 10% 감소하였고, C-type은 기준형과 비슷하고, D-type은 약 15% 증가하였다. 비탈그물의 까래의 깊이는 A-type이 가장 깊었고, 다음으로 B-type, C-type, D-type 순이었다. 제2원통 까래의 깊이는 4종류의 실험망이 기준형 보다 약 10${\sim}$15% 증가하였다. 유속이 0.0${\sim}$0.6m/s로 증가할 때 비탈그물의 섶장의 기울기 변화량은 약 0${\sim}$63$^{\circ}$, 제2원통 섶장의 기울기 변화량은 약 0${\sim}$44$^{\circ}$이었다. 4. 부가중량추의 적정 무게는 약 2.6${\sim}$3.6gf이었고, 적정 부착위치는 부가중량추와 연결부분인 그물자락사이 연결줄의 길이가 약 300mm인 C-type과 연결줄 없이 직접 부착한 D-type이었다.

• Tribology and Lubricants
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• 제11권2호
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• pp.24-33
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• 1995

This paper presents the contact stress distributions between the multi-contact bodies and the total reaction forces for various types of contact geometry for multi-load slewing ring bearings. The FEM results indicate that the slope of the roller type of slewing ring bearing has slightly steeper than that of the ball type. This is because the roller type wire race bearings is stiffer than the ball type bearing. The total reaction force of ball type slewing bearing shows much higher than that of wire race slewing bearings.

• The Korean Journal of Ecology
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• 제24권6호
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• pp.341-348
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• 2001

Population dynamics of the oldest relic stand of Pinus densiflora for. erecta which remains as a status of patch in Sokwang-Ri area, Uljin-Gun, was studied to provide the basic data for conservation of the oldest pine stand in Korea. The upper slope site and ridge site including total 12 plots mainly represented Pinus densiflora for. erecta and Quercus mongolica. These two tree species showed reverse J-shaped distribution. From this information, it was concluded that intensive interspecific competition between two species could be occurring. Age distribution of P. densiflora for. erecta on the sites above middle slope area was indicated bi-modal type or tri-modal type which was known as an age structure of climax forest. Therefore, it was estimated that Pinus densiflora for. erecta population could be continuously maintained in the each patch above middle slope area. In the valley sites, hardwood species such as Q. mongolica, Q. variabilis, Styrax obassia and Acer pseudosieboldianum occupied most part of the under crown-cover area and their seedlings and saplings were developing into the closed upper layer crown because the height of upper layer crown reached about 35 meters and such a high crown height was more suitable for light utilization by plants of under layer. The growth patterns were mainly fluctuated for the entire life time of the oldest tree caused by frequent disturbance. And the initial growth curves of the mature trees and suppressed juvenile trees showed different tendencies along the sites.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.527-534
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• 2000

136 cut slopes which extends from Namyangju to Chunchon city along the 46th national highway were investigated to analyze the influence factors affecting slope instability. Geologic and geotechnical conditions were examined and the detailed investigation were carried out for fifty five failed slopes. failure mode (wedge failure, planar failure, circular failure, sheet eroison and rock falls) are examined with respect to slope inclination, rock type, weathering grade and discontinuity patterns. It is suggested that the failure modes and their dimensions have relations to the morphology and geologic conditions of the slopes. Wedge failure has highest is the most frequent failure mode and falls, sheet erosions, planar failures and circular in descending order of failure percentage. Wedge failure is most dominant failure type over all lithology except quartzite formation. In slopes of well foliated and banded gneiss, failure ratio of wedge is up to 50% ca. Failure ratio(number of rock fall/number of total failure) of rock fall increases with increase fo slope inclinations and decrease of weathering grade. Dimension analyses of failed slopes shows wedge and circular failure has higher value of D/L and D/H than planar failure and sheet erosion.

• 센서학회지
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• 제24권6호
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• pp.359-363
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• 2015

This paper proposes an algorithm that reduces the conversion time of a single-slope A/D converter (SSADC) that has n-bit resolution, which typically is limited by conversion time taking up to $2^n$ clock cycles for an operation. To improve this situation, we have researched a novel hybrid-type A/D converter that consists of a pseudo-pipeline A/D converter and a conventional SSADC. The pseudo-pipeline A/D converter, using a single-stage of analog components, determines the most significant bits (MSBs) or upper bits and the conventional SSADC determines the remaining bits. Therefore, the modified SSADC, similar to the hybrid-type A/D converter, is able to significantly reduce the conversion time because the pseudo-pipeline A/D converter, which determines the MSBs (or upper bits), does not rely on a clock. The proposed A/D converter was designed using a $0.35-{\mu}m$ 2-poly 4-metal standard complementary metal oxide semiconductor (CMOS) technology process; additionally, its characteristics were simulated.

• 한국지형학회지
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• 제25권2호
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• pp.1-14
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• 2018

The main objective of this paper is to classify properties of the locational environment for each debris type by calculating likelihood ratio based on the correlation between the distributions for each type of debris landform. A total of 8 thematic maps, like as elevation, slope, aspect, curvature, topographic wetness index (TWI), soil drainage, geology, and landcover including with GIS spatial information generally used in this type of debris landform analysis. The results of this study showed that the block stream had a high likelihood ratio compared to talus in areas with relatively high elevation; and concerning slope, the block stream had a high likelihood ratio in a relatively low region than talus. Concerning aspect, a clear correlation could not be analyzed for each debristype, and concerning curvature, the block stream displayed a developed slope on the more concave valley than the talus. Analysis concerning TWI, the block stream displayed a higher likelihood ratio in wider sections than talus, and concerning soil drainage, the talus and block stream both displayed a high likelihood ratio in regions with well-drained soil. The talus displayed a high likelihood ratio in the order of metamorphic rocks, sedimentary rocks, and granite, while the block stream displayed a high likelihood ratio in the order of volcanic rocks, granite, and sedimentary rocks. In addition, concerning landcover, the likelihood ratio had the most concentrated distributed compared to natural bare land only concerning talus. Based on the likelihood ratio result, it can be used as basic data for extracting the possible areas of distribution for each debris type through the GIS spatial integration method.

• 터널과지하공간
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• 제24권4호
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• pp.255-274
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• 2014

본 연구는 강원도 강릉시 소재의 ${\bigcirc}{\bigcirc}$ 석회석 광산에서 2012년 8월 23일 오후 7시경 붕괴된 대규모 암반사면을 대상으로 한다. 붕괴 이전에 사면의 높이는 약 200 m이고 평균경사는 $45^{\circ}$로 형성되어 있다. 사면 붕괴 후 추정된 붕괴량은 $1,500,000m^3$ 정도이다. 사면 붕괴의 원인을 분석하기 위하여 시추, 물리탐사, 지표지질조사, 선구조분석, 공내영상촬영, 입체사진영상촬영, 실내시험 및 현장시험, 년도별 채광현황 및 강우량 분석등의 현장 및 지반조사를 실시하였다. 사면의 안정성을 파악하기 위하여 SMR, 평사투영법, 한계평형법, 연속체 및 불연속체 해석을 수행하였다. 이 결과들로부터 사면붕괴의 원인은 지형, 강우, 암종 및 암질, 불연속면, 석회암 공동이나 단층의 지질구조적 특성 등 여러 요인들이 복합적으로 작용하여 사면활동이 발생한 것으로 추정되지만, 석회암 공동을 고려하지 않을 경우 사면 붕괴는 발생하지 않는 것으로 분석되었다. 석회암 공동을 고려한 연속체 해석에서 사면 안전율이 0.66으로 나타났다. 따라서 대규모 사면붕괴의 근본적인 원인은 단층대를 따라 발달하고 있는 석회암 공동의 영향에 기인하는 것으로 판단된다.