• 지질공학
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• 제17권3호
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• pp.435-443
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• 2007

본 연구에서는 풍화대에 분포하고 있는 핵석지반에 대한 지질공학적 조사와 실내모형실험을 통하여 핵석지반의 공학적 물성을 산정하였다. 핵석이 노출된 세 곳의 산사면에 대한 조사창 조사와 시추공 코어 관찰로 핵석의 분포도와 기하학적 모양을 분석하였다. 현장 핵석분포 및 크기에 대한 조사 자료와 모형실험용 공시체 시편의 크기를 바탕으로 산정된 축소율을 고려하여 5mm이하-평균 2mm의 분쇄-연마된 핵석시료를 실내핵석 실험용으로 사용하였다. 핵석 체적함유비를 0%, 10%, 20%로 달리하면서 토양 직접전단시험 및 석고모형실험을 실시하였고, 이를 통하여 핵석지반의 특성을 구하고자 하였다. 핵석함유 토양의 직접전단실험에서는 핵석 함유량의 증가로 인하여 전단강도가 증가하는 경향을 보여주었다. 핵석함유비가 20%일 경우는 핵석 입자의 맞물림에 의한 점착력의 증가가 마찰각의 변화보다 더욱 전단강도의 상승을 유발시키는 요소로 작용하였다. 핵석 함유비를 달리한 석고모형실험에서는 핵석이 많아질수록 모형시료의 강도 및 탄성계수가 증가하는 경향을 보여주었다. 석고모형실험에서 얻어진 핵석 함유량에 따른 모형의 물성변화률을 현장에서 측정한 풍화대의 물성과 비교하여, 현장에서 핵석함유에 따른 물성을 예측한 결과, 핵석 함유가 0%에서 10%로 증가하면 15%의 일축압축강도 증가를, 핵석 함유가 20%로 증가되면 30%의 일축압축강도 증가를 유발하는 것으로 예측이 되었다.

• Tribology and Lubricants
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• 제20권5호
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• pp.266-271
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• 2004

The aim of this paper is to investigate the effect of surface texturing on reduction friction and to understand the potential of friction reduction through micro-scale dimple to fabricate by photolithography on pin-on-disk test using flat-on-flat contact geometry. It was verify that the friction property with respect to the same pitch has been influence on the size of dimple under lubricated sliding contact. Also, we can recognize from Stribeck curve that the friction property has a connection with the size of dimple. It can explain a relationship between the friction coefficient and a dimensionless parameter for lubrication condition. The friction property has been an effect on the size of surface texture on reduction friction, not only because the density of dimple, but also because the ratio of diameter/pitch. This ratio of approximately 0.5 recommend under the tested friction condition. It suggested that the ratio of d/p is an important parameter for surface texture design.

• 응용통계연구
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• 제25권6호
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• pp.897-915
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• 2012

This paper examines the relationship between the stock and futures markets in terms of lead-lag relationship, correlation and the hedge ratio using wavelet analysis. The basic finding is that the relationship between the two markets significantly depends on the time-scale. First, there is a feedback relationship between the stock and futures markets in the long-run scale; however, weaker evidence is observed in shorter-run scales. Second, wavelet correlation between the two markets increases for a longer time scale. Third, the hedge ratio and the effectiveness of hedging strategies increase as the investment horizon gets longer. The results in this paper indicate that the stock and futures series are perfectly correlated in the long run and are tied together over long horizons.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 추계 학술발표회논문집
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• pp.303-310
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• 2003

Small-scale models have been frequently used for experimental evaluation of seismic performance because of limited testing facilities and economic reasons. However, there are not enough studies on similitude law for analogizing prototype structures accurately with small-scale models, although conventional similitude law based on geometry is not well consistent in the inelastic seismic behavior. When fabricating prototype and small-scale model of reinforced concrete structures by using the same material, added mass is demanded from a volumetric change and scale factor could be limited due to size of aggregate. Therefore, it is desirable that different material is used for small-scale models. Thus, a modified similitude law could be derived depending on geometric scale factor and equivalent modulus ratio. In this study, compressive strength tests are conducted to analyze equivalent modulus ratio of micro-concrete to normal-concrete. Equivalent modulus ratios are divided into elastic, weak nonlinear and strong nonlinear phases, which are based on ultimate strain level. Therefore, an algorithm adaptable to the pseudodynamic test, considering equivalent three phase similitude law based on seismic damage levels, is developed. In addition, prior to tile experiment, it is verified numerically if tile algorithm is applicable to the pseudodynamic test.

• 한국감성과학회:학술대회논문집
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• 한국감성과학회 2000년도 춘계 학술대회 및 국제 감성공학 심포지움 논문집 Proceeding of the 2000 Spring Conference of KOSES and International Sensibility Ergonomics Symposium
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• pp.248-252
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• 2000

Form-ratio means the ratio of height/Width/Depth in 3-dimensions. The golden ratio or golden section is included as one of the form-ratio. We conducted two kinds of kansei experiments of cubic model and refrigerator varied from 1:1:1 to 1:1:3.66 on the scale of x:y:z. The subjects evaluate the form-ratios of 3-dimensional cubes and virtual products with SD-scale Kansei words(feelings and images). We applied the factor analysis to identify semantic space in cube model and virtual products. Finally, we compared with kansei structure of cube model and virtual product.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.1312-1319
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• 2006

This thesis studied the scale effects on bearing capacity and settlement characteristics by using FEM. The conclusions of the study are as follows. 1) For sandy soil, the bearing capacity ratio increased in the form of logarithm as the foundation width increased. Hence application of static mechanic theory results in overestimation of the bearing capacity when the bearing capacity should be derived from plate loading test results. 2) In clayey soil, the characteristics of the bearing capacity associated with foundation width met Terzaghi's bearing capacity theory. 3) In sandy soil, the settlement ratio increased non-linearly as foundation width increased. However, in clayey soil, the settlement ratio increased linearly. 4) In ordinary soil, the foundation width - settlement ratio turned out to be close to that of sandy soil.

• 한국농공학회논문집
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• 제48권4호
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• pp.33-40
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• 2006

In present study, the principal stress condition needed to conduct cubical large-scale triaxial test which can reflect three dimensional stress condition (or plain strain condition) in a dam was investigated by performing model test and numerical analysis and the principal stress ratio varying with the height of CFRD was examined. Also, the principal stress ratio in CFRD body was investigated from the monitoring results of horizontal and vertical earth pressure gages, installed in the center zone and lower part of transition zone of the dam body, respectively, in order to consider the principal stress condition in the large-scale triaxial test to model the behavior of CFRD. The result of the study indicated that the principal stress ratio decreased gradually from the lower to the upper part in the dam body for its center axis and was about 0.5 and 0.2 in the lower and upper part, respectively.

• 한국건설관리학회논문집
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• 제6권2호
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• pp.61-68
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• 2005

지역별 적정 주택량을 공급하기 위해 수요예측 모형을 구축한다 예측모형은 자료유형에 따라 다소 차이가 있으나 시계열자료(Time Series Data) 분석기법에 의한 모형 구축 시 추정대상 지역특성을 민감히 반영할 수 있는 영향인자가 필요하다. 도시지역을 인구규모로 분류하여 영향인자를 분석할 경우, 대도시와는 달리 중 $\cdot$ 소도시는 주택량과 상수도보급률의 변화가 일정기간 민감한 상관관계가 존재하는 것으로 조사되고 있다. 이에 따라 중 $\cdot$ 소도시 주택수요 예측을 위해 상수도보급률을 유용하게 적용할 수 있는 구간, 즉 예측모형 구축이 가능한 시점까지의 도시 주택량과 인구수 규모를 찾아낼 필요가 있다. 따라서, 전국 중 $\cdot$ 소도시를 대상으로 주택량과 상수도 보급률의 상관관계가 중 소도시 지역에서만 있는 것으로 조사된 기존 연구 결과를 재 입증하고, 지역별 상관관계가 완화되는 시점의 시기, 상수도보급률, 주택량, 인구수 규모를 발견하는 것을 본 연구의 목적으로 한다.

• 한국농업기계학회:학술대회논문집
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• 한국농업기계학회 1998년도 하계 학술대회 논문집
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• pp.206-216
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• 1998

The structural characteristics of small scale rice polisher was analyzed to improve its performance. Spraying characteristic of nozzles used for rice polishing was also analyzed by a machine vision system. The internal pressure of the polishing chamber was measured according to outlet resistance, water spraying , and roller shaft speed. In addition , the performance of the rice polisher was evaluated to improve it in the basis of internal pressure in polishing chamber, whiteness , and broken rice ratio of clean rice according to the operating conditions. Actual nozzle discharge rate and drop size were 125cc/min and 86.97㎛, respectively. In the case of water spraying on rices, the internal pressure showed 4.9-9.8N/㎠ increase, broken rice ration decreased , and there was no difference in whiteness . The internal pressure increased up to two time with the increase of the outlet resistance. Also, the pressure at the upper part of screen was one and half times as high as the pressure at the lower part. In the case of water spraying rate of 150 cc/min, the roller shaft speed of 850 rpm resulted in no difference in whiteness and decrease of 0.3%in broken rice ratio, comparing to the roller shaft speed of 950 rpm.

• 한국소음진동공학회논문집
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• 제17권9호
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• pp.862-873
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• 2007

Energy dissipation devices can be considered as an alternative for the seismic performance enhancement of existing structures based on the strengthened seismic design code. In this study, seismic response mitigation effects of friction dampers are investigated through the shaking table test of a full scale 3 story building structure. Frist, the bilinear force-displacement relationship of a structure-brace-friction damper system and the effect of brace-friction damper on the increase of frequency and damping ratio are identified. Second, frequency, displacement, and torque dependent characteristics of the friction damper are investigated by using harmonic load excitation tests. Finally, the shaking table tests are performed for a full scale 3 story steel frame. System identification results using random signal excitation indicated that brace-friction damper increased structural damping ratio and frequency, and El Centro earthquake test showed that brace-friction damper reduced the peak displacement and acceleration significantly. In particular, it was observed that the damping effect due to friction damper becomed obvious when the structure was excited by more intensive load causing frequent slippage of the friction dampers.