• 전기전자학회논문지
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• 제24권2호
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• pp.598-603
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• 2020

본 논문에서는 Push-Pull 패스 트랜지스터 구조로 인하여 향상된 Load Transient 특성을 향상시킨 LDO(Low Drop-Out)를 제안하였다. LDO 레귤레이터 내부의 오차증폭기의 출력단과 패스 트랜지스터의 게이트단 사이에 제안된 Push-Pull 회로와 출력단에 Push-Pull 회로를 추가하여 전압 라인에 들어오는 Overshoot, Undershoot를 개선시켜 기존의 LDO 레귤레이터보다 개선된 Load Transient 특성의 델타 피크 전압 값을 갖는다. 제안하는 회로는 Cadence의 Virtuoso, Spectre 시뮬레이션을 이용하여 삼성 0.13um 공정에서 특성을 분석하였다.

• 전기전자학회논문지
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• 제25권1호
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• pp.201-205
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• 2021

본 논문에서는 push-pull 감지 회로 구조로 인해 load transient 특성을 개선시킨 LDO를 제안하였다. LDO 레귤레이터 패스 트랜지스터의 입력단과 내부 오차증폭기의 출력단 사이에 제안된 push-pull 감지 회로 구조로 인한 전압 델타 값의 응답 특성을 개선시켜 종래의 LDO 레귤레이터보다 load transient 특성에서 우수한 효과를 가진다. 기존의 LDO 레귤레이터보다 rising time에서는 약 244 ns, falling time에서는 약 90 ns 만큼의 향상된 응답속도를 가진다. 제안된 회로는 Cadence사의 Spectre, Virtuoso 시뮬레이션 tool을 사용하여 samsung 0.13um 공정으로 특성 및 결과를 시뮬레이션 하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1114-1119
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• 2010

Pile foundations have been used for upholding superstructure's loads. The researches on pile foundations subjected to compressive forces or horizontal loads have been actively carried out. However, recently, pile foundations, which are subjected to pull-out forces, are getting increased. The study on the pull-out resistance of piles becomes to be important. In addition, it is expected that belled piles will be used more and more, since the belled piles are effective to resist the pull-out forces. But there is still a lack of research on pull-out resistance of belled piles. Therefore, in order to investigate the resisting effect against pull-out of belled piles which is embedded in cohesionless soil. a series of pull-out test is performed on belled piles in field. Especially, the relation between load and displacement is analyzed through the pull-out test.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 봄 학술발표회 논문집
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• pp.167-174
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• 1999

A Land slide in Granitic Gneiss weathered soil was stabilized successfully with soil nailing using 929mm steel bar. To understand the behavior of load transfer between soil and nail, in-situ pdl-out tests were carried out. The strains of steel bars were measured using strain gauges during pull-out tests. Forces-strain data from laboratory tension tests on steel bar and grouted steel bar were examined to compare with those of the pull-out tests. Comparisons were made between the pull-out test results and laboratory test result to understand load transfer mechanism.

• 제어로봇시스템학회논문지
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• 제7권2호
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• pp.152-159
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• 2001

This paper presents a development of the recoil rod pull force measurement system suing the load cell with a sleeve normally available in the recoil system test. The commercial load cell cannot be used in the test of recoil system floating the breach contact point freely in the air. The load cell is designed and manufactured to meet the recoil system test condition. Theoretical analysis and experimental results show that the accuracy of the developed measurement system is within $\pm$0.5%. We notice that the measurement technique proposed in this paper is accurate and useful in the recoil rod pull force measurement of the recoil system.

• Journal of Biosystems Engineering
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• 제34권2호
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• pp.71-76
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• 2009

This study was conducted to investigate the load acting on a tractor engine when it delivers the maximum power at drawbar. The results of the drawbar tests on the 5 locally-made and 14 imported tractors conducted at NIAE in 2004, and the 15 tractors tested at OECD test stations in foreign countries were analyzed and presented by the torque load ratio, defined as a ratio of the engine torque load caused by drawbar pull to its full-load capacity, as a function of pull speed. The NIAE test results showed that the torque load ratio increased from 20 to 80% with pull speed less than 5 km/h. At speeds faster than 5 km/h, it was 80${\sim}$110% regardless of the pull speed. However, the OECD test results showed that the torque load ratio was evaluated mostly to be 70${\sim}$90% in the entire pull speed range. The same trend was also shown for the maximum drawbar load. The difference in the torque load ratio may be attributable to bias-ply tires for locally-made and some imported tractors. It is also suggested that the input torque load may be increased safely up to 120% of the full load capacity of the tractor engine for an accelerated life test of tractor transmissions.

• 한국지반공학회논문집
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• 제24권8호
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• pp.43-52
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• 2008

본 연구에서는 단철근 네일과 다철근 네일의 인장강도를 조사하기 위해 단철근과 다철근 네일의 극한인발시험과 크리프시험을 수행하였다. 철근과 시멘트 그라우트의 부착력과 인장하중에 의해 유발된 마찰력, 하중전이 특성을 조사하였다. 단철근과 다철근 네일의 현장인발시험과 유한차분해석 프로그램의 하나인 $FLAC^{2D}$를 이용하여 얻은 결과를 분석하고 비교하였다. 다철근 네일의 현장인발시험결과 단철근 네일에 비해 인발파괴하중이 크고 하중전이가 큼을 알 수 있다.

• Structural Engineering and Mechanics
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• 제65권5호
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• pp.601-609
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• 2018

Steel bolts are used in the construction industry for a large variety of applications that range from fixing permanent installations to temporary fixtures. In the past much research has been focused on developing destructive testing techniques to estimate their pull-out load carrying capacity with very little attention to develop non-destructive techniques. In this regards the presented research work details the combined use of ultrasonic pulse velocity and Schmidt hammer tests to identify anchor bolts with faculty installation and to estimate their pull-out strength by relating it to the Schmidt hammer rebound value. From experimentation, it was observed that the load capacity of bolt depends on its embedment length, diameter, bond quality/concrete strength and alignment. Ultrasonic pulse velocity test is used to judge the quality of bond of embedded anchor bolt by relating the increase in ultrasonic pulse transit time to the presence of internal pours and cracks in the vicinity of steel bolt and the surrounding concrete. This information combined with the Schmidt hammer rebound number, R, can be used to accurately identify defective bolts which resulted in lower pull-out strength. 12 mm diameter bolts with embedment length of 70 mm and 50 mm were investigated using constant strength concrete. Pull-out load capacity versus the Schmidt hammer rebound number for each embedment length is presented.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2004년도 추계학술대회 논문집
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• pp.73-77
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• 2004

This study is object to design and structural analysis of Long Pull weight machine. Structural analysis of Long Pull weight machine using result from ANSYS code. This structural analysis results, many variables such as boundary condition, constraints and load condition were considered.

• 한국ITS학회 논문지
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• 제10권1호
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• pp.42-48
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• 2011

본 논문에서는 GaN HEMT (Gallium Nitride High Electron Mobility Transistor) bare-chip을 이용하여 X-대역에서 수동로드 풀(Passive load-pull)을 수행하였다. 열로 인한 특성 변화가 최소화 된 동작 조건을 얻기 위해 드레인 바이어스 전압과 입력 RF 신호를 펄스로 인가하였다. 전자기장 시뮬레이션과 회로 시뮬레이션을 병행하여, 와이어 본딩 효과를 고려하여 드레인 경계면에서의 정확한 임피던스 정합 회로를 구현하였다. 임피던스를 변화시키기 위해 마이크로스트립 라인 스터브의 길이가 조절 가능한 회로를 설계하였다. 펄스 로드 풀 실험 결과 8.5 GHz에서 9.2 GHz 대역에서 최대 42.46 dBm의 출력 전력을 얻었으며, 58.7%의 드레인 효율 특성을 얻었다.