• 대한간호학회지
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• 제29권2호
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• pp.445-455
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• 1999

This study has been conducted on the nonequivalent control group pretest-posttest design in quasi experimental basis and newly born premature infants from intensive care unit of G Medical University Hospital in Inchon Metropolitan were selected in two groups of 21 infants each. The first group for experimental and the other for control. Data has been collected form October 30, 1997 to August 29, 1998. For the experimental group tactile and kinesthetic stimulation was applied 2 times a day for 10 days(10 : 00~11 : 00 hours in the morning and 17 : 00~18 : 00 in the afternoon). As a weight weighing instrument. electronic indicator scale(Cas Co. korea) was used. To determine urine cortisol concentration level in stress hormone, radio immune assay method was used. And high performance liquid chlomatography was used to determine urine norepinephrine, concentration level To determine behavior status, tools developed by Anderson et at(1990) and remodeled by Kim Hee-Sook(1996) were used. Collected data were analyzed with the SAS program using x$^2$-test, student t-test, repeated measures ANOVA and paired t -test. The result were as follow. 1. As for the daily weight gain. the experimental group showed first change in weight and this group also showed higher weight in the average weight than the control group. Statistically, however, there was no significant factor between the two group. 2. The cortisol concentration in urine showed decrease in the experimental group norepinephrine concentration in urine showed increase in both experimental and control groups. No statistical significance was shown between the two groups. 3. In the aspect of behavior status. the experimental group showed statistical significance by showing inactive in the state of alert and conversion to a positive state than the control group. In conclusion, the sensory stimulation in this study showed a positive aspect through there was no statistical significance in the weight gain and urine stress hormone concentration. In the behavior status, there was statistical significance in the frequency of staying inactive in the state of alert and conversion to a positive state.

• Geomechanics and Engineering
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• 제13권1호
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• pp.1-23
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• 2017

A coupled liquid-gas-solid three-phase model, linking two numerical codes (TOUGH2/EOS3 and $FLAC^{3D}$), was firstly established and validated by simulating an in-situ air flow test in Essen. Then the coupled model was employed to investigate responses of multiphase flow and soil skeleton deformation to compressed air or freshwater injection using the same simulation conditions in an aquifer of Tianjin, China. The simulation results show that with injecting pressurized fluids, the vertical effective stress in some area decreases owing to the pore pressure increasing, an expansion of soil skeleton appears, and land uplift occurs due to support actions from lower deformed soils. After fluids injection stops, soil deformation decreases overall due to injecting fluids dissipating. With the same applied pressure, changes in multiphase flow and geo-mechanical deformation caused by compressed air injection are relatively greater than those by freshwater injection. Furthermore, the expansion of soil skeleton induced by compressed air injection transfers upward and laterally continuously with time, while during and after freshwater injection, this expansion reaches rapidly a quasi-steady state. These differences induced by two fluids injection are mainly because air could spread upward and laterally easily for its lower density and phase state transition appears for compressed air injection.

• 여성건강간호학회지
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• 제4권1호
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• pp.67-83
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• 1998

A quasi-experiment, repeated measures design with non-equivalent control group was used to test the influence of cold therapy on the perineal discomfort and the healing state of the postpartum women undergoing vaginal delivery with episiotomy. Experiment was carried out from July 28, through October 2, 1996 with 40 postpartum women conveniently sampled from one university hospital located in Seoul. The 40 postpartum women undergoing vaginal delivery with episiotomy were as signed to experimental and control groups evenly(20 each). The instrument of measurement of perineal discomfort was 0-10 rating scale that was made by researcher and that of perineal healing state was Davidson's REEDA tool. The perineal discomfort and the healing state level were measured before and after each treatment. The treatment using ice glove that was given for the only experimental group was carried out at three points ; as soon as returning to the recovery room, 3 hours after returning to the recovery room and 6 hours after returning to the recovery room. The data was analysed by using t-test, chi-square test to determine the similarity between experimental and control groups. The hypotheses were tested using repeated measures ANOVA. The results of this study are summarized as follows; 1. The first hypothesis that the perineal discomfort level of the experimental group will be significantly lower than that of the control group(df(1,38), F=24.12, p=.0001) was supported. 2. The second hypothesis that the perineal healing state of the experimental group wil be better than that of the control group(df(1,38), F=0.48, p=.49) was not supported. Based on the results of this study, could therapy was turned out to have significant effect on the perineal discomfort of the postpartum women undergoing vaginal delivery with episiotomy.

• 한국지반신소재학회논문집
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• 제16권3호
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• pp.41-49
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• 2017

본 연구에서는 부산 신항에서 지표면 근처의 상부 점토의 유사 과압밀 특성과 연계한 비배수전단강도를 평가하기 위하여 현장베인 및 피에조콘관입시험을 실시하였다. 일축압축 및 현장베인시험 결과를 이용하여 비배수전단강도($s_u$)와 유효상재압과의 상관관계식 $10+0.262{\sigma}^{\prime}v_0$(kPa)이 얻어졌다. 표준압밀시험결과로부터 7m 심도까지 과압밀비(OCR) 1.9 정도이며, 심도가 깊어질수록 정규압밀상태의 과압밀비(OCR) 1.0에 근접한 경향이 얻어졌다. Hanzawa(1983)에 따르면, 정규압밀된 자연퇴적 점토지반에서도 화학적 결합 작용 등에 의한 연대효과로 인해 지표면에 가까운 위치에서 과압밀 경향을 보이는 것으로 제시되었다. 이러한 개념 하에서, 부산점토 지반은 지표면에서부터 화학적 결합작용으로 인해 10kPa의 비배수전단강도가 유효상재압에 관계없이 발휘되며, 정규압밀상태의 강도증가율은 0.262로 추정할 수 있다. 이에 대해 퇴적 환경 변화로 인해 지표면에 가까운 위치에서 화학적 결합 작용에 의한 유사 과압밀 경향이 발생되었는지에 대해서는 추가적인 연구가 필요할 것으로 판단된다.

• Earthquakes and Structures
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• 제8권3호
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• pp.665-679
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• 2015

The strain rate of reinforced concrete (RC) structures stimulated by earthquake action has been generally recognized as in the range from $10^{-4}/s$ to $10^{-1}/s$. Because both concrete and steel reinforcement are rate-sensitive materials, the RC beam-column joints are bound to behave differently under different strain rates. This paper describes an investigation of seismic behavior of RC beam-column joints which are subjected to large cyclic displacements on the beam ends with three loading velocities, i.e., 0.4 mm/s, 4 mm/s and 40 mm/s respectively. The levels of strain rate on the joint core region are correspondingly estimated to be $10^{-5}/s$, $10^{-4}/s$, and $10^{-2}/s$. It is aimed to better understand the effect of strain rates on seismic behavior of beam-column joints, such as the carrying capacity and failure modes as well as the energy dissipation. From the experiments, it is observed that with the increase of loading velocity or strain rate, damage in the joint core region decreases but damage in the plastic hinge regions of adjacent beams increases. The energy absorbed in the hysteresis loops under higher loading velocity is larger than that under quasi-static loading. It is also found that the yielding load of the joint is almost independent of the loading velocity, and there is a marginal increase of the ultimate carrying capacity when the loading velocity is increased for the ranges studied in this work. However, under higher loading velocity the residual carrying capacity after peak load drops more rapidly. Additionally, the axial compression ratio has little effect on the shear carrying capacity of the beam-column joints, but with the increase of loading velocity, the crack width of concrete in the joint zone becomes narrower. The shear carrying capacity of the joint at higher loading velocity is higher than that calculated with the quasi-static method proposed by the design code. When the dynamic strengths of materials, i.e., concrete and reinforcement, are directly substituted into the design model of current code, it tends to be insufficiently safe.

• Child Health Nursing Research
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• 제9권4호
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• pp.384-391
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• 2003

Purpose: This study was implemented to develop new nursing intervention, Meridian Massage, and to investigate its effect on weight, behavioral state in infants. Method: This study has been conducted on the non equivalent control group pretest-posttest design in quasi experimental basis and newly born infants from Postpartum Management Center were selected in two groups of 35 infants. Data has been collected from February 1st to October 30th of 2002. The experimental group(20) took Meridian massage for 15 minutes daily twice during 6 days and control group took Field massage as same time. Weight has been determined 10:00 hours everyday morning and behavior status has been determined before and after 5 minutes beth by Anderson et al.(1990) tools. Data was analyzed by SPSS 11.0 Program using t-test, χ2-test and repeated measures ANOVA. Result: The results were as follow. In the aspect of behavioral status, Meridian massage group(55.8%) showed increase「positive」state than Field massage group(42.6%). And there was statistical significance(p=.002). Meridian massage group showed higher in the average weight than Field massage group(F=6.753, p=.014), and there was significant term between the two groups(F=10.129, p=.000). But there was no interaction group and term. Conclusion: The Meridian Massage in this study showed more positive aspect in weight gain and positive behavior status than Field Massage. This study has informed that meridian massage is an effective nursing intervention in improving Infant development.

• 한국지반공학회지:지반
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• 제8권2호
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• pp.45-58
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• 1992

지반재료의 탄소성 구성 모델은 유연성과 안정성을 동시에 만족하여야 공학적으로 의미를 가지며 실용적으로 사용될 수 있다. 본 연구에서는 안정성이 있는 계수를 사용하는 수정 Cam-clay 모델을 근간으로, 한계상태 간격비를 계수로 도입하여 더욱 유연성이 있는 모델을 제안하였다. 한계상태 간격비는 추가적인 실험없이 간편하게 구할 수 있으며 특히 비배수 전단거동에 대하여 실용적으로 사용될 수 있다. 제안된 모델은 비 배수전단 삼축압축시험에 대하여 응력경로 및 응 력-변형률관계를 수정 Cam-clay 모델에 비하여 매우 정확하게 예측할 수 있었다. 뿐만 아니라 전단변형률 속도, 크리프 및 응력이완의 영향을 고려할 수 있었다. 특히 실제의 상태경계면을 표현 탄성 -완전소성모델, 사용해야 삼축압축시험중 비 배수시험이 W W 삼축압축시험시 전단시험을 논문에서 해석한 점토질 지반의 거동에 대하여 관련유동칙을 따른다는 가정이 잘 적용되기 때문이라고 판단된다.

• 전기전자학회논문지
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• 제22권4호
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• pp.985-991
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• 2018

본 논문에서는 LLC 공진형 하프브릿지 컨버터의 내부손실이 반영된 등가회로를 제안하고, 손실 요소가 포함된 정상상태 특성식을 유도하였다. 그 결과를 이용하여 입출력 전압이득과 입력 임피던스의 주파수 특성을 무손실 모델과 비교하였다. 제안한 모델과 유도식을 검증하기 위해서 최대 전력이 1kW급인 LLC 공진형 하프브릿지 컨버터의 전원장치의 주요 소자를 동일한 조건에서 선정하여 전압이득과 입력 임피던스와 같은 정상상태 특성을 비교하였다. 특히 두 가지 모델에 대한 정상상태 오차를 보다 면밀하게 비교하기 위해서 실제 회로 설계 단계에서 가장 중요하게 고려되는 부하 전류에 대한 스위칭 주파수의 변화를 관찰 하였다. 그 결과 본 논문에서 제안한 모델과 해석 결과로부터 동작 주파수의 오차가 상당 부분 개선되었다는 것을 확인 하였다.

• Journal of Welding and Joining
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• 제25권1호
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• pp.24-29
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• 2007

Finite element analysis for induction heating process including magnetic and thermal situations is presented. Because magnetic and thermal material properties vary with the temperature, material properties depending on temperature are considered. As the inductor moves, the solution domains corresponding to the inductor change into those of the air and the solution domains corresponding to the air change into those of the inductor. For these reasons, modeling of induction heating process is very difficult with a general purpose commercial programs. In this paper, three dimensional analysis of induction heating process for moving inductor is analyzed using moving coordinate. The skin effect is confirmed inside the steel plate in the electro-magnetic analysis. The distribution of heat generation at the initial state is different from that at the quasi-stationary state. Therefore, material properties depending on temperature must be considered. The calculated results of finite element analysis agree well with the experimental temperature results. This approach is suitable to solve magneto-thermal coupled problems.

• 한국전산유체공학회지
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• 제6권4호
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• pp.26-34
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• 2001

The flow past a circular cylinder forced to vibrate transversely is numerically simulated by solving the two-dimensional Navier-Stokes equations modified by the vibration velocity of a circular cylinder at a Reynolds number of 164. The higher-order finite difference scheme is employed for the spatial discretization along with the second order Adams-Bashforth and the first order backward-Euler time integration. The calculated cylinder vibration frequency is between 0.60 and 1.30 times of the natural vortex-shedding frequency. The calculated oscillation amplitude extends to 25% of the cylinder diameter and in the case of the lock-in region it is 60%. It is made clear that the cylinder oscillation has influence on the wake pattern, the time histories of the drag and lift forces, power spectral density and phase diagrams, etc. It is found that these results include both the periodic (lock-in) and the quasi-periodic (non-lock-in) state. The vortex shedding frequency equals the driving frequency in the lock-in region but is independent in the non-lock-in region. The mean drag and the maximum lift coefficient increase with the increase of the forcing amplitude in the lock-in state. The lock-in boundaries are also established from the present direct numerical simulation.