• Geomechanics and Engineering
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• 제34권6호
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• pp.665-681
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• 2023

Liquefaction is one of the most devastating geotechnical phenomena that severely damage vital structures and lifelines. Before constructing structures on problematic ground, it is necessary to improve the site and solve the geotechnical problem. Among ground improvement methods dealing with liquefaction, gravel drain (GD) columns and deep soil mixing (DSM) columns are popular. In this study, the results of a series of seismic experiments in a 1g environment on a structure located over liquefiable ground with different thicknesses reinforced with GD and DSM techniques were presented. The dynamic response of the reinforced ground system was investigated based on the parameters of subsidence rate, excess pore water pressure ratio, and maximum acceleration. The time history of the input acceleration was applied harmonically with an acceleration range of 0.2g and at frequencies of 1, 2, and 3 Hz. The results show that the thickness of the liquefiable layer and the frequency of the input motion have a significant impact on the effectiveness of the improvement method and all responses. Among the two techniques used, DSM in thick liquefied layers was much more efficient than GD in controlling the subsidence and rupture of the soil under the foundation. Maximum settlement values, settlement rate, and foundation rotation in the thicker liquefied layer at the 1-Hz input frequency were higher than at other frequencies. At low thicknesses, the dynamic behavior of the GD was closer to that of the DSM.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2012년도 추계학술대회
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• pp.221-224
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• 2012

본 논문에서는 MEMS 가속도센서를 위한 CMOS 인터페이스 회로를 설계하였다. 설계된 CMOS 인터페이스 회로는 CVC(Capacitance to Voltage Converter), 그리고 SC-Integrator와 Comparator를 포함하는 ${\Sigma}{\Delta}$ Modulator로 구성되어 있다. 회로에 일정한 Bias를 공급할 수 있도록 Bandgap Reference를 이용하였으며, 저주파 잡음과 offset을 감소시키기 위하여 ${\Sigma}{\Delta}$ Modulator에 CHS(Chopper-Stabilization) 기법을 사용하였다. 그 결과 설계된 ${\Sigma}{\Delta}$ Modulator의 출력은 입력 전압 진폭이 100mV가 증가할 때 duty cycle은 10%의 비율로 증가하고, 전체 회로의 Sensitivity는 x, y축은 0.45V/g, z축은 0.28V/g의 결과를 얻을 수 있었다. 제안된 CMOS 인터페이스 회로는 CMOS 0.35um공정을 이용하여 설계되었다. 입력 전압은 3.3V이며, 샘플링 주파수는 2MHz이다. 설계된 칩의 크기는 PAD를 포함하여 $0.96mm{\times}0.85mm$이다.

• Journal of Biosystems Engineering
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• 제27권5호
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• pp.391-398
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• 2002

During handling unitized products, they are subjected to a variety of environmental hazards. Shock and vibration hazards are generally considered the most damaging of the environmental hazards on a product and it may encounter while passing through the distribution environment. A major cause of shock damage to products is drops during manual handling. The increasing use of unitization of pallets has been resulted in a reduction of the shock hazards. This has caused an increasing interest in research focused on vibration caused dam age. Damage to the product by the vibration most often occurs when a product or a product component has a natural frequency that falls within the range of the forcing frequencies of the particular mode of transportation being used. Transportation vibration is also a major cause of fruit and vegetable quality loss due to mechanical damage. This study was conducted to determine the vibration characteristics of the corrugated fiberboard bones for packages of pears, and to investigate the degree of vibration injury of the pears in the boxes during the simulated transportation environment. The vibration tests were performed on an electrohydraulic vibration exciter. The input acceleration to exciter was fixed at 0.25 G for a single container resonance test and 0.5 G for the vertical stacked container over the frequency range from 3 to 100 Hz. Function generator (HP-33120A) was connected by wire to the vibration exciter for controlling the input acceleration at a continuous logarithmic sweep rate of 1.0 octave per min. The peak frequency and acceleration on the single box test were 22.02 Hz, 1.5425 G respectively, and these values on the vertical stacked boxes were observed from the bottom box 19.02, 18.14, 16.62 and 15.40 Hz and 2.2987, 3.7654. 5.6087, and 7.9582 G, respectively. The pear in the bottom box had a slightly higher damage level than the fruit packed in the other stacked boxes. It is desirable that the package and transportation system has to be so designed that 15∼20 Hz frequency will not occur during the transportation environment.

• 한국자기학회지
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• 제16권3호
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• pp.182-185
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• 2006

본 연구에서는 인공위성의 자세제어용으로 사용될 3-축 flux-gate 마그네토 미터를 개발 제작하였다. 제작된 3-축의 flux-gate 마그네토 미터는 소비전력이 1W 미만에서 정확도는 ${\pm}1%$ 이내였으며 noise는 1Hz에서 $0.2nT/\sqrt{Hz}$이였다. 또한 제작된 마그네토미터를 인공위성에 적용하기 위한 환경시험을 수행하였다. 환경시험으로 가속도시험은 진동주파수의 범위가 $10Hz{\sim}1000Hz$에서 15g(g : 지구의 중력가속도)의 가속도에서 수행하였고, themal cycle 시험은 $1x10^{-6}$ Torr의 진공에서 $-55^{\circ}C{\sim}80^{\circ}C$의 온도 사이에서 24시간 동안 4회의 thermal cycle 시험을 한 결과 모두 정상 작동 되었다.

• 한국방재학회 논문집
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• 제9권1호
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• pp.65-71
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• 2009

본 연구에서는 기존의 25 m 지간을 갖는 PSC I형 단순 철도교에 대해 고속 및 일반 열차하중으로 인한 동적거동을 분석하여 철도교량의 동적사용성을 평가하였다. 고유진동수는 8Hz 대역으로 평가되어 철도교량의 적정 고유진동수 범위 내에 들어있으며, 공진발생 가능성은 없는 것으로 나타났다. 가속도 응답은 무궁화호 열차 주행 시 제한 값 0.35 g를 초과하는 0.43 g가계측되었다. 또한 단부꺽임각은 고속철도의 설계기준을 만족하지 못하였으며 충격계수와 처짐은 모두 설계기준을 만족하였다. 결과적으로 25 m 지간을 갖는 PSC I형 단순 철도교의 경우 다양한 열차하중에 대하여 동적사용성을 부분적으로 확보하고 있는 것으로 나타났으나 진동가속도 응답을 감소시키기 위한 대책이 필요할 것으로 판단된다.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2000년도 춘계학술대회논문집 - 한국공작기계학회
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• pp.291-296
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• 2000

Liner DC motors are widely used for servo-actuator, which would be applied for semiconductor equipments and precise machining systems. we have been developed linear DC motor with high speed, acceleration and position accuracy. From performance test, the position accuracy. From performance test, the position and repeatability accuracy were able to be controlled with 10 ${\mu}{\textrm}{m}$ and $\pm$1 ${\mu}{\textrm}{m}$, respectively. The highest acceleration and speed were obtained 3 G and 2m/sec, respectively. Static thrust force was 270N, and then error was 25%.

• 대한기계학회논문집A
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• 제25권3호
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• pp.520-528
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• 2001

This paper investigates a resonant microaccelerometer that measures acceleration using a built-in micromechanical resonator, whose resonant frequency is changed by the acceleration-induced axial force. A set of design equations for the resonant microaccelerometer has been developed, including analytic formulae for resonant frequency, sensitivity, nonlinearity and maximum stress. On this basis, the sizes of the accelerometer are designed for the sensitivity of 10$^3$Hz/g in the detection range of 5g, while satisfying the conditions for the maximum nonlinearity of 5%, the minimum shock endurance of 100g and the size constraints placed by microfabrication process. A set of the resonant accelerometers has been fabricated by the combined use of bulk-micromachining and surface-micromachining techniques. From a static test of the cantilever beam resonant accelerometer, a frequency shift of 860Hz has been measured for the proof-mass deflection of 4.3${\pm}$0.5$\mu\textrm{m}$; thereby resulting in the detection sensitivity of 1.10${\times}$10$^3$Hz/g. Uncertainty analysis of the resonant frequency output has been performed to identify important issues involved in the design, fabrication and testing of the resonant accelerometer.

• 한국산업융합학회 논문집
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• 제25권6_3호
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• pp.1231-1238
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• 2022

In this study, the reinforcement effect of the compression-only bridge seismic reinforcement method, which is mainly applied to old bridges, was studied through SSI analysis. As the analysis conditions, acceleration magnitudes of 0.1g, 0.15g, and 0.2 g were applied, and long-period and short-period seismic waves were applied. As a result of the analysis according to the assumed ground characteristics and structure size, the horizontal displacement at the reinforced section was reduced by about 9%, and the long-period seismic wave had a 95% larger displacement than the short-period seismic wave. In addition, an increase in acceleration of 0.1g resulted in a displacement of about 50%, and a large increase in displacement was observed in long-period seismic waves. As a result of the analysis, in the case of the compression-only bridge seismic reinforcement method, there was a reinforcing effect, so the field applicability was excellent.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.139-144
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• 2001

The objective of this study is to investigate the behavior of 1/12 scale upper-wall lower-frame reinforced concrete structure subjected to earthquake excitations. For this purpose, Taft N21E earthquake accelerogram was simulated by using 4m$\times$4m shaking table. When the input acceleration is compared to that of output, it was found that simulation of shaking table is satisfactory. From the test results with peak ground acceleration(PGA) 0.22g, which corresponds to 0.11g in prototype by the similitude law, it can be observed that the model responded in elastic behavior and that large interstory drift occurred at the lower part of the structure.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 추계 학술발표회 논문집
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• pp.341-348
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• 2002

In these days, The base isolation system is often used to improve the seismic capacity of the structures instead of conventional techniques of strengthening the structural members. The purpose of this study is to evaluate dynamic property evaluation of control equipment using lead Lead Rubber Bearing. In this study, a base isolation test of seismic monitoring control cabinet with LRB(lead rubber bearing) was performed. The cabinet will be installed on access floor in MCR(main control room) of nuclear power plant. Details and dynamic characteristics of the access floor were considered in the construction of testing specimen. N-S component of El Centre earthquake was used as seismic input motion. Acceleration response spectrums in the top of cabinets showed that the first mode frequency of cabinet with LRB(lead rubber bearing) was shifted to 7.5 Hz in compared with 18Hz of cabinet without LRB and the maximum peak acceleration was reduced in a degree of22 percent from 2.35 g to 1.84 g