• 디지털융복합연구
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• 제12권12호
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• pp.441-447
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• 2014

본 연구는 대기업에 근무하는 산업체 근로자를 대상으로 비만도에 따른 척추안정화근력의 차이를 분석하는데 목적을 두었다. 편의표본 추출방법(Convenience Sampling Method)에 의하여 50명을 표본을 추출하여, 체질량지수(BMI) $25kg/m^2$ 이상을 비만군(25명), 이하를 정상군(25명)으로 분류하여 독립표본 t검정(Independent t-test)으로 분석하였다. 집단간 척추안정화근력의 측정결과 정상군의 평균이 비만군에 비해 모두 높았으며, Sagittal Plane에서는 $0^{\circ}$ Forward에서 유의한 차이를 보였고, Coronal plane에서는 $90^{\circ}$ Left, $90^{\circ}$ Right에서 유의한 차이를 보였으며, Diagonal Plane에서는 $45^{\circ}$ Left Tilt, $45^{\circ}$ Right Tilt에 유의한 차이를 보였다. BMI 분류에 따른 근육량과 골격근량의 분석결과에서는 비만군이 정상군에 비해 모두 높았으며 통계적으로 유의한 차이를 보였다. 비만군이 정상군에 비해 근육량은 많지만 척추안정화근력은 약하다는 것을 감안하여 Sagittal Plane, Coronal plane, Diagonal Plane에서의 비만인을 위한 척추안정화 강화 프로그램의 개발이 요구된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 봄 학술발표회 논문집
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• pp.505-512
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• 1999

Soft marine clay deposits pose several foundation problems. Generally, lime stabilization is used worldwide for solidifying of soft marine clay deposits. In this paper, a series of laboratory tests were conducted to verify clay-lime reaction. A clay was collected from Pusan, which was mixed with various quantities of quick lime and slaked lime. Various compounds produced by clay-lime reaction were identified by X-ray diffraction analysis. The physico-chemical properties of the clay were also investigated. Compounds such as calcium silicate hydrate (CSH), calcium aluminate hydrate (CAH), calcium aluminate (CA), hillebrandite, and gehlenite were identified. It is likely that such compounds were mainly produced by pozzolanic reaction. Based on the change of physico-chemical properties obtained by the reaction, the water content was considerably decreased when lime was added to the clay. In addition, unconfined strength was increased. In the other hand, quick lime was more effective than slaked lime in decreasing and increasing of the water content and unconfined strength, respectively. Fewer cracks were produced when the clay was mixed with quick lime. It is suggested that these beneficial changes produced by the mixing of the clay and lime depend on the properties of compounds obtained by chemical reaction.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2005년도 춘계학술대회 논문집
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• pp.1060-1067
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• 2005

This paper attempts to derive and analyze the dynamic system of pinching a rigid object by means of two multi-degrees-of-freedom robot fingers with soft and deformable tips. It is shown firstly that a set of differential equation describing dynamics system of the manipulators and object together with geometric constraint of tight area-contacts is formulated by Lagrange's equation. It is shown secondly that the problems of controlling both the forces of pressing object and the rotation angle of the object under the geometric constraints are discussed. In this paper, the control method for dynamic stable grasping and enhancing dexterity in manipulating things is proposed. It is illustrated by computer simulation that the control system gives the performance improvement in the dynamic stable grasping of the dual fingers robot with soft tips.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.401-414
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• 2010

Top Base Foundation(TBF) is a stabilization method for light weight structures particularly in the soft ground. It is widely used for the increment of bearing capacity and restraining settlement of foundations when the bearing capacity of ground is not enough. However, when the design values from exiting Japanese standard are compared with the observation values from the field measurement, the bearing capacity of exiting standard estimated smaller For this reason, it is necessary to establish more reasonable prediction technique considering to understand the behavior of TBF in soft ground. In this study, 1/5 scale model tests were performed in the laboratory. Also, full scale tests were carried out in order to investigate the behavior of TBF with various shapes. In addition, about 100 sites measurement data were evaluated to investigate the behavior of TBF in various ground conditions. Based on the results of the model tests and field measurement data, it was possible to establish more reasonable the bearing capacity equation of TBF considering various N-value of soil, the effect of underground water and failure shapes.

• 한국지반신소재학회논문집
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• 제4권3호
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• pp.45-52
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• 2005

대부분의 항만구조물은 초연약 지반상에 축조되고 있으며 도로나 건물부지에는 지반개량이 필요하다. 이 논문에서는 여러 사례연구를 통하여 표층처리후의 복토사례에 대하여 몇가지 고려사항을 언급하였다. 또한, 모래나 산토를 이용한 복토공법에 대하여 강도적용이 고려되었다. 국내 복토공법 토목섬유 인장강도는 15t/m, 복토두께는 1.6~3.1m, 점토지반의 표층강도는 $0.2{\sim}1.2t/m^2$이 대표적이다. 표층처리공 시공시 발생되는 지반교란, 점토유출, 장비전도 등의 사고를 최소화하기 위한 연구가 필요하다.

• 한국산업융합학회 논문집
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• 제21권6호
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• pp.361-368
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• 2018

This paper proposes a grid - connected CTTS system that can be soft switched to meet the government's effective resource allocation policy for emergency generator. In order to eliminate the system instability caused by the large inrush current generation in the system switching, a new virtual rotation coordinate method for the dissimilar power source is proposed. The proposed virtual rotation coordinate method improves the voltage detection accuracy of the voltage difference of the dissimilar power supply, and it is proved that the synchronous switching characteristic is excellent. In addition, zero current and system stabilization can be achieved by realizing zero current when blocking CTTS with instantaneous reactive power control. Simulation was carried out to verify the validity of the proposed method, and the 500[kVA] system was fabricated and verified to demonstrate the superiority of the proposed method.

• 한국지반환경공학회 논문집
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• 제17권1호
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• pp.13-19
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• 2016

연약한 점토지반에 대규모 토목시설을 건설하기 위해서는 연약지반 안정화 처리가 불가피하다. 일반적으로 연약지반 안정화 처리를 위해 압밀촉진공법으로 선행재하공법이 사용되고 있으나 선행재하공법은 공사기간이 매우 길고, 재하용 성토재료를 확보해야 하는 단점이 있기 때문에 이를 해결하기 위한 방법으로 전기삼투공법 등이 사용되고 있다. 전기삼투공법은 금속성 전극재가 사용되기 때문에 시공 및 경제적 측면에서 불리하다. 따라서 금속성 전극재를 대신하기 위해 기존 플라스틱 드레인 보드(PBD)에 전기를 공급할 수 있도록 나노기술을 이용한 플라스틱 전극재가 개발되었다. 이에 본 연구에서는 플라스틱 전극재의 간격에 따른 연약지반의 개량 효과와 전기적 특성을 확인하기 위한 모형실험을 수행하였으며, 그 결과 지반개량 효과는 전극간 거리가 길수록 최대 49% 감소하였고 전기적 특성은 전극간 거리에 따른 압밀침하에 영향을 받는 것으로 나타났다.

• ETRI Journal
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• 제39권2호
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• pp.292-299
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• 2017

We propose pulse-mode dynamic $R_on$ measurement as a method for analyzing the effect of stress on large-scale high-power AlGaN/GaN HFETs. The measurements were carried out under the soft-switching condition (zero-voltage switching) and aimed to minimize the self-heating problem that exists with the conventional hard-switching measurement. The dynamic $R_on$ of the fabricated AlGaN/GaN MIS-HFETs was measured under different stabilization time conditions. To do so, the drain-gate bias is set to zero after applying the off-state stress. As the stabilization time increased from $ 0.1{\mu}s$ to 100 ms, the dynamic $R_on$ decreased from $160\Omega$ to $2\Omega$. This method will be useful in developing high-performance GaN power FETs suitable for use in high-efficiency converter/inverter topology design.

• 한국정보통신학회논문지
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• 제5권2호
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• pp.309-313
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• 2001

본 논문에서는 Custom Power 응용을 위한 전압 안정화 특성을 갖는 다기능 3상 전자식 강압형 변압기가 제안된다. 제안된 전자식 변압기는 다음과 같은 특징을 갖는다. 1) 무게가 1㎾ 기준 일반 변압기의 40% 수준이다. 2) PWM 제어에 의하여 입력전압의 변동에 무관한 출력전압을 유지하는 전압 안정화 기능을 갖는다 3) 전원 또는 부하단의 Emergency에 대하여 회로 차단기의 기능도 갖는다. 4) 부하에 최초 전원 공급시, 낮은 전압으로부터 점진적으로 증가시켜가면서 전원을 인가하여, 전원 투입시 발생할 수 있는 돌입전류나 과도 충격을 제거할 수 있다. 그 밖에 무부하시 전원차단 기능과, 왜곡된 입력전압에 대한 보상기능을 추가 할 수 있다. 본 논문에서는 제안된 강압형 전자식 변압기의 회로 구성과 특징을 설명하고, 이를 PSPICE 시뮬레이션을 통하여 동작특성을 보인다.

• Geomechanics and Engineering
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• 제31권2호
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• pp.149-158
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• 2022

Ladle furnace (LF) slag, waste from the steel-making process, was incorporated to improve the compressive strength of soil cement. LF slag was mixed to replace the cement in the soil-cement samples with wt% ratio 20:0, 15:5, and 10:10 of cement and slag, respectively. LF slag in the range of 5, 10, and 20 wt% was also separately added to the 20-wt% cement-treated soil samples. The soil-cement mixed LF slag samples were incubated in a plastic wrapping for 7, 14, and 28 days. The strength of soil cement was highly developed to be higher than the standard acceptable value (0.6 MPa) after incorporating slag into soil cement. The mixing of LF slag resulted in more hydration products for bonding soil particles, and hence improved the strength of soil cement. With the LF slag mixing either a replacement or additive materials in soil cement, the LF slag to cement ratio is considered to be less than 1, while the cement content should be more than 10 wt%. This is to promote a predominant effect of cement hydration by preventing the partially absorbed water on slag particles and keeping sufficient water content for the cement hydration in soil cement.