• 산업기술연구
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• 제24권B호
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• pp.95-105
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• 2004

This paper is an experimental and numerical research works about the effects of the b earing capacity of sloped rubble mound on the density of rubble mound and the position of footing. Centrifuge model tests were performed to investigate the bearing capacity of rubble m ound by changing the density of rubble mound and the location of loading in forms of s trip loading to simulate the caisson. Materials of rubble mound used in the model tests were crushed rocks having similar value of uniformity coefficient to the value in field. Two different relative densities of 80% and 90% were prepared during tests. The dimens ions of centrifuge model were trapezoidal shape of model mound having the bottom wid th of mound, 30cm and height of mound, 10cm. Gravity level applied during the centrif uge test was 50G. Surcharge loading in the forms of strip loading was applied on the t op of the sloped model mound. Tests were carried out by changing the position of loadi ng. The rigid model footing was located in the center of top of the model rubble mound and the edge of model footing was at the crest of mound. Test results were analyzed by using the limit equilibrium methods proposed by Meyer hof(1957) and Bowles(1982) and the numerical approach with FLAC being available com mercially software. For the numerical estimations with FLAC, the rubble mound was si mulated with the constitutive relationship of Mohr-Coulomb elasto-plastic model.

• Structural Engineering and Mechanics
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• 제61권5호
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• pp.675-684
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• 2017

In this paper, a hybrid seismic response control (HSRC) system was developed to control bridge behavior caused by the seismic load. It was aimed at optimum vibration control, composed of a rubber bearing of passive type and MR-damper of semi-active type. Its mathematical modeling was driven and applied to a bridge model so as to prove its validity. The bridge model was built for the experiment, a two-span bridge of 8.3 meters in length with the HSRC system put up on it. Then, inflicting the EI Centro seismic load on it, shaking table tests were carried out to confirm the system's validity. The experiments were conducted under the basic structure state (without an MR-damper applied) first, and then under the state with an MR-damper applied. It was also done under the basic structure state with a reinforced rubber bearing applied, then the passive on/off state of the HSRC system, and finally the semi-active state where the control algorithm was applied to the system. From the experiments, it was observed that pounding rather increased when the MR-damper alone was applied, and also that the application of the HSRC system effectively prevented it from occurring. That is, the experiments showed that the system successfully mitigated structural behavior by 70% against the basic structure state, and, further, when control algorithm is applied for the operation of the MR-damper, relative displacement was found to be effectively mitigated by 80%. As a result, the HSRC system was proven to be effective in mitigating responses of the two-span bridge under seismic load.

• 한국음향학회지
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• 제36권3호
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• pp.218-227
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• 2017

본 논문에서는 배열센서에서 DOA(Direction Of Arrival)를 수행하는 경우 크래머 라오 하한을 이용하여 표적신호가 수신되는 방위오차의 최소분산을 계산하고, 탐지 방위오차 및 위치추정 거리오차를 추정하는 방안을 제시한다. 신호 대 잡음비는 DOA의 정확도 즉, 표적의 탐지 방위오차 및 위치추정 거리오차를 결정한다. 일반적으로 신호대 잡음비는 음원준위, 소음준위, 전달손실, 배열센서의 형상, 빔 조향 방위에 따라 달라진다. 표적의 공간상 상대적 위치와 소음준위가 달라지는 경우, 신호 대 잡음비의 변화에 따른 탐지 방위오차 및 위치추정 거리오차를 확률적으로 추정하는 몬테카를로 시뮬레이션을 수행함으로써, 제안된 방법을 검증하였다.

• Earthquakes and Structures
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• 제26권4호
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• pp.311-326
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• 2024

Transmission tower structures are particularly susceptible to damage and even collapse under strong seismic ground motions. Conventional seismic analyses of transmission towers are usually performed by considering only ground motion uncertainty while ignoring structural uncertainty; consequently, the performance evaluation and failure prediction may be inaccurate. In this context, the present study numerically investigates the seismic responses and failure mechanism of transmission towers by considering multiple sources of uncertainty. To this end, an existing transmission tower is chosen, and the corresponding three-dimensional finite element model is created in ABAQUS software. Sensitivity analysis is carried out to identify the relative importance of the uncertain parameters in the seismic responses of transmission towers. The numerical results indicate that the impacts of the structural damping ratio, elastic modulus and yield strength on the seismic responses of the transmission tower are relatively large. Subsequently, a set of 20 uncertainty models are established based on random samples of various parameter combinations generated by the Latin hypercube sampling (LHS) method. An uncertainty analysis is performed for these uncertainty models to clarify the impacts of uncertain structural factors on the seismic responses and failure mechanism (ultimate bearing capacity and failure path). The numerical results show that structural uncertainty has a significant influence on the seismic responses and failure mechanism of transmission towers; different possible failure paths exist for the uncertainty models, whereas only one exists for the deterministic model, and the ultimate bearing capacity of transmission towers is more sensitive to the variation in material parameters than that in geometrical parameters. This research is expected to provide an in-depth understanding of the influence of structural uncertainty on the seismic demand assessment of transmission towers.

• 대한의용생체공학회:학술대회논문집
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• 대한의용생체공학회 1994년도 추계학술대회
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• pp.71-74
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• 1994

In cementless total hip arthroplasty(THA), an initial stability of the femoral component is mandatory to achieve bony ingrowth and secondary long term fixation. Bone ingrowth depends strongly on relative micromotion and stress distributions at the interface. Primary stability of the femoral component can be obtained by minimizing the magnitude of relative micromotions at bone-prosthesis interface, Hence an accurate evaluation of interface behavior and stress/strain fields in the bone implant system may be relevant for better understanding of clinical situations and improving THA design. However, complete evaluation of load transfer in the bone remains difficult to assess experimentally, Hence, recently finite element method (FEM) was introduced in orthopaedic research field to fill the gap due to its unique capacity to evaluate stress in structure of complex shape, loading and material behavior. The authors developed the 3-dimensional numerical finite element model which is composed of totally 1179 elements off and 8 node blick. We also analyzed the micromotions at the bone-stem interface and mechanical behavior of existing bone prosthesis for a loading condition simulating the single leg stance. The result indicates that the values of relative motion for this well fit Multilock stem were $150{\mu}m$ in maximum, $82{\mu}m$ in minimum, and the largest relative motion developed in medial region of proximal femur with anterior-posterior direction. The proximal region of the bone was much larger in motion than the distal region and the stress pattern shows high stress concentration on the cortex near the tip of the stem. These findings indicates that the loading in the proximal femoral bone in the early postoperative situation can produce micromotions on the interface and clinically cementless TEA patient should not be allowed weight bearing strictly early in the postoperative period.

• 한국지반공학회지:지반
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• 제14권6호
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• pp.5-16
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• 1998

모래지반에서 모형강널말뚝의 수직하중에 대한 거동을 알아보기 위하여 말뚝단면적이 동일하고 플랜지의 개구정도가 각기 다른 5개의 모형말뚝을 제작하였으며, 각 말뚝에 대해 상대밀도, 하중작용방향(압축, 인발)을 달리하여 토조내에서 실내 모형말뚝시험을 수행하였다. 동일한 말뚝에 대해 인발하중을 받는 경우보다 압축하중을 받는 경우가 극한지지력에 있어 100%가량 크며, 상대밀도가 조밀할수록 그 차이는 더욱 증가하였다. 인발재하시험에서 극한지지력과 극한상태의 침하량은 상대밀도가 증가함에 따라 증가하였으며, 동일한 지반조건하에서 개구정도의 변화에 따른 극한지지력과 침하량은 일정한 범위내에 존재하였다. 압축하중조건하에서 극한지지력은 개구정도가 30$^{\circ}$이내에 있을 경우 가장 크게 나타났으며, 상대밀도가 커질수록 이러한 경향이 뚜렷하게 나타났다. 단면의 변화에 따른 극한하중 변화는 하중분포의 해석결과 부분폐색효과에 기인된 것으로 생각된다.

• 한국산림과학회지
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• 제86권3호
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• pp.324-333
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• 1997

충남(忠南) 금사군(錦山郡) 복수면(福壽面) 폐탄광지역(廢炭鑛地城) 토양(土壤)의 이화학적(理化學的) 특성(特性)과 폐탄광(廢炭鑛) 및 폐광석(廢鑛石)더미에서 유출되는 산성(酸性) 광산폐수(鑛山廢水)의 유입으로 인한 하상퇴적물(河床堆積物) 및 토양수(土壤水)의 오염실태(汚染實態)를 조사하였다. 폐탄(廢炭)으로 덮혀 있는 지역은 토양층위(土壤層位)가 발달하지 않았으며, 용적밀도(容積密度)가 $1.83g/m^3$로 매우 높았다. 토양산도(土壤酸度)는 탄질(炭質)에 의해 오염(汚染)을 받은 지역(地域)이 pH 4.01-4.11로 산성(酸性)을 나타냈으며 비오염지역(非汚染地域)은 pH 5.03-5.13으로 나타났다. 토양(土壤)과 하상퇴적물(河床堆積物)의 중금속(重金屬)들중 As. Cr, Ni, Mo, Ba 등은 폐탄(廢炭)의 영향을 받은 오염지역(汚染地域)이 폐탄(廢炭)의 영향을 받지 않은 비오염지역(非汚染地域)(낙엽송(落葉松) 식재지(植栽地))에 비하여 공히 높은 함량(含量)을 나타냈으며 특히 As와 Mo가 높았다. 토양(土壤) 및 하상퇴적물(河床堆積物)의 주원소(主元素) 및 미량원소(微量元素)의 구성별(構成別) 상대적(相對的)인 비(比)에서 $K_2O/Na_2O$에는 탄질물(炭質物)을 많이 함유(含有)하고 있는 토양(土壤) 및 오염지역(汚染地域)의 하상퇴적물(河床堆積物)내에서 높았고, $MgO+Fe_2O_3+TiO_2/CaO+K_2O$는 오염지역(汚染地域)에서 상대적(相對的)인 비(比)가 낮았다. 토양수(土壤水)의 pH는 오염지역(汚染地域)이 3.4-4.2로 강산성(强酸性)이었으며, 토양(土壤)의 산성화(酸性化)로 $Na^+$, $K^+$, $Mg^{+2}$ 등 양(陽)이온의 용탈(溶脫)이 촉진되어 토양(土壤)의 완충능력(緩衝能力)이 낮았다.

• 한국ITS학회 논문지
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• 제16권2호
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• pp.128-139
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• 2017

철도는 항공기, 선박 등과 더불어 대표적 대중교통 수단으로서 최근 고속 철도의 등장으로 인해 그 비중이 점점 더 높아지고 있으며, 아울러 대형사고의 위험 또한 증가하고 있다. 이중에서 철도 차량의 차축 베어링은 높은 안전성이 요구되는 부품으로서 최근 이의 고장예측을 위한 건전성 관리기술(Prognostics and Health Management, PHM)에 많은 연구가 집중되고 있다. PHM은 센서를 통해 얻은 데이터로부터 결함관련 특징신호를 추출하고 현재의 고장수준 진단과 미래의 고장싯점을 예측하는 기술로서, 이중에서 가장 중요한 부분은 올바른 특징신호를 추출하는 것이다. 그러나 지금까지의 특징신호들은 잡음으로 인한 심한 변동이나 비단조 경향으로 인해 고장예측에 이용하기에 부족한 점이 있었다. 본 연구에서는 이를 극복하기 위해 주파수 에너지 이동현상을 기반으로 정보 엔트로피를 특징신호로 사용하는 새로운 특징신호 추출법을 개발하고 IEEE 2012 PHM 경진대회에서 공개된 FEMTO 베어링 수명시험 데이터를 대상으로 기존의 특징신호들과 고장예측 성능비교를 함으로써 그 우수성을 검증하였다.

• 한국지반환경공학회 논문집
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• 제10권5호
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• pp.19-26
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• 2009

짧은 쇄석다짐말뚝 공법(RAP)은 깊은 기초와 얕은 기초의 중간개념으로 1989년 미국에서 시작하여 세계적으로 활용성을 넓혀가고 있다. 국내의 경우, 체계적인 조사 및 연구가 이루어지지 않아 실제 현장에 적용하기 위한 설계시방이나 지지력 산정방법 등의 확보가 시급한 실정이다. 본 연구는 RAP공법의 구조물 기초로서의 배치형태에 따른 지지력 측정을 통해 사용성 확보를 위한 기초연구로써, 지지력 측면에서 최적의 배치에 대한 적용방안을 검증하기 위해서 이루어졌다. RAP공법이 적용된 지반의 지지력을 실내모형토조시험을 통하여 검토하였다. 연구방법은 사질토로 조성된 모형지반에 RAP의 배치형태별(정방형, 육각형, 십자형, 마름모형), 직경별(20mm, 30mm, 40mm)로 변위제어시험을 수행하여 RAP의 지지력을 검토하였다. 실험결과, 중심간 간격이 좁아짐에 따라 인접한 말뚝에 의한 구속효과 및 변형억제 등의 상호작용 효과가 증대되어 지지력이 증가하였으며, 직경이 커질수록 강성이 커져서 지지력이 증가하였다. 또한, 말뚝의 중심간격이 좁아짐에 따라 주변지반이 조밀해지면서 침하량도 감소하였다. 향후 다양한 현장계측자료의 축적을 통한 지속적인 검증작업과 침하량 및 지지력 측면에서 RAP의 최적 배치형태에 대한 연구가 요망된다.

• 자원환경지질
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• 제15권4호
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• pp.177-188
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• 1982

The Chungju and Seosan Groups have been known usually as Precambrian formations in Korea. But their relative and absolute ages have been controvericial problem in relation with other geologic system such as so-called Ogcheon and Yeoncheon Systems in Korea. This study has mainly focused on the corelation of the Chungju Group with the Seosan Group in their stratigraphy, structure, metamorphism, and iron ore deposits. In the process of study, the auther surveyed and reclassified the Chungju and Seosan Groups and corelated with Gyeonggi and Ogch cheon metamorphic belts and got some new data. The Chungju iron-bearing formations showing transtitional relation with the Gyeonggi Gneiss Complex and the Jangamri Formation consisting mainly of pebble bearing calcarious phyllite, should be seperated from the Gyemyeongsan formation which is mainly composed of metavolcanic rocks. The Jangamri Formation and the coaly phyllite, which can be corelated respectively with the Hwaggangri Formation and Changri Formation in Ogcheon Group, are repeated in the Gyemyeonsan and Munjuri Formations with the overturned anticlinal folding(F1). So the Chungju Group which was defined as an indipendant geologic unit from the Ogcheon Group should be limited only on the Chungju iron Formation. The Seosan Group can be classified stratigraphically such as Seosan Formation consisting of iron-bearing quartzite and mica schist, Daesan Formation overlying unconformably on the Seosan Formation and Gyeonggi Gneiss Complex. Taean Formation overlying unconformably on the Daesan Formation should be seperated from Seosan Group. There are many similarity in the stratigrphy, structure, and metamorphic facies between Chungju and Seosan Groups exept the metavolcanic rocks in the Gyemyeongsan and Munjuri Formations and the pebble bearing calcareous phyllite in the Jangamri Formation. The two Groups were deformed with two kinds of differant stages, the first shows $N30^{\circ}-40^{\circ}E$ trend of fold axis, the second $N70^{\circ}-80^{\circ}W$ respectively. The Seosan Formation, which is the lowest formation in Seosan Group and bearing the iron formation, was metamorphosed at 2500 m. y. before. These age is similar with the metamorphic age of Gyeonggi metamorphic belt and with the age of Algoman and Kenoran Orogenies which devide the Precambrian into Archean and Proterozoic Era. So the Seosan Formation, which is included in some migmatitic rocks of Gyeonggi Gneiss Complex, is the oldest formation in Korea and can be corelated with the Anshan Group which bears the oldest iron formation in China. The metamorphic facies of the Precambrian metamorphism in Seosan area is simillar with that of Chungju area, showing high temperature-low pressure amphibolite facies which is corelated with the Gyeonggi metamorphic belt, the oldest metamorphic belt in Korea ($650^{\circ}-680^{\circ}C$, 3.2-4.4 Kb). The high temperature intermediate pressure amphibolite facies in Seosan area with the low temperature-intermediate presure greenschist facies of Taean formation is corelated with that of Ogcheon Group ($590^{\circ}-640^{\circ}$ C, 5.2-6.3 Kb). The Chungju and Seosan iron formations were deposited in Archean, showing geochemical composition of Precambrian iron formations. The Chungju iron formation was mainly formed by the chemical precipitation, on the other hand, the Seosan iron formation was formed by alternated action of chemical and detrital depositions.