• Geotechnical Engineering
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• v.12 no.6
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• pp.21-36
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• 1996

The stress transfer mechanism between soil and grid reinforcements involves two basic mechanism : frictional soil resistance and passive soil resistance. However the mechanism of the passive soil resistance is very complex to understand. To study the failure mechanism of ribbed reinforcement, the direct shear tests which are dominated by passive soil resistance are analyzed by using the finite element method. The finite element method is used to examine the effects of ribs on this passive soil resistance development and the met hanism of failure. The calculated behavior of the ribbed reinforcement is compared with the measured behavi or. Comparisons between the measured and the simulated strain pat terns, failure modes and load displacement relationship are presented. The behavior of the ribbed reinforcements in a cohesive soil is predicted on the basis of a good agreement between the measured and the Predicted behavior of the Ottawa sand.

• Journal of the Korean Geosynthetics Society
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• v.13 no.3
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• pp.11-19
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• 2014

This paper describes interference effect analysis of transverse member based on large-scale pullout test results of steel strip reinforcement with '${\sqcap}$' type transverse member. The maximum passive resistance has a difference according to the installed location of transverse member, and the total pullout resistance is increased, when transverse member was closed to the wall facing. The degree of interference confirmed that the install location of transverse member cannot reflect the pullout force differential, if S/B is equal. However, The interference factor based on maximum passive resistance reflected the differential of maximum passive resistance and install location of transverse member.

• Journal of the Korean Geosynthetics Society
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• v.10 no.3
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• pp.43-51
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• 2011

This paper describes the results of pullout tests in the laboratory, which are conducted to assess the pullout performance of recently developed geosynthetic strip reinforcement with rounded band anchor. The geosynthetic strip can be used as reinforcements in reinforced soil wall with concrete block facing. The pullout resistance of the geosynthetic strip with rounded band anchor is mobilized by the combination of the interface friction between soil-reinforcement surface and the passive soil resistance caused by the rounded band anchor. Therefore, both the friction resistance and the passive resistance have to be considered in design. From the pullout test results, when the rounded band anchor are formed in the end part of the geosynthetic strip, pullout strength increases about from 10% to 65%. The passive resistance can be evaluated based on the pullout test results.

• Journal of the Korean Institute of Telematics and Electronics D
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• v.36D no.2
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• pp.1-10
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• 1999

Direct extraction of FET's small signal model parameters needs predetermined parasitic elements usually obtained under forward cold FET conditionl This paper derives analytic intrinsic model for cold FET's and shows that normal cold FET condition can replace forward cold FET condition for extracting parasitic elements. Then, we track the error of hot FET's small signal model bounded by the cold FET condition and examine the validness of cold parasitic resistances by checking the existence of the error minimum.

• Proceedings of the KIPE Conference
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• 2017.07a
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• pp.34-35
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• 2017

본 논문은 LCL 필터를 사용하는 계통연계형 인버터의 전류제어 안정도 향상을 위해 수동댐핑 기법을 적용하였으며, 안정도 해석기법을 기반으로 댐핑저항을 산정하였다. 전류제어기는 동기좌표계 PI 제어를 적용하였고, 인버터 $1.5T_s$ 시지연 특성을 고려한 전류제어 모델링을 수행하였다. 개루프 함수의 이득특성을 통해 필터공진을 0dB로 저감하는 최소 댐핑저항을 도출하였으며, 보드선도와 근궤적법을 기반으로 전류제어 안정도를 보장할 수 있는 적용 가능한 댐핑저항을 산정하였다. 댐핑저항을 적용한 7kW 인버터 시뮬레이션 및 실험을 통해 안정도 향상 및 댐핑저항 산정의 타당성을 검증하였다.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.08a
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• pp.310-310
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• 2012

최근 전자산업의 발달에 따른 전자제품의 소형화 및 고기능화 요구에 대응하기 위하여 저항(resistor), 커패시터(capacitor), IC (integrated circuit) 등의 수동소자를 개별 칩(discrete chip) 형태로 형성하여 기판의 표면에 실장하는 기술이 일반화되고 있다. 그러나, 수동 소자의 내장 기술은 기판의 패턴 밀도의 급격한 향상과 더불어 수동소자의 내장 공간도 협소해지는 문제점이 있다. 상기의 문제점을 해결하기 위해 개별 칩 형태의 내장형 저항체를 박막 형태의 내장 저항체를 구현하는 기술의 개발이 최근 주목을 받고 있다. 박막 저항체는 기존의 권선저항 및 후막저항과 비교하여 정밀한 온도저항계수를 가지며 이동통신에 적용시 고주파 영역(GHz)에서의 안정성과 주파수 특성이 좋다는 장점들을 가지고 있다. 박막 저항 물질로는 높은 경도와 우수한 열적 안정성을 가지고 있는 TaN (tantalum nitride)이 주로 사용되고 있다. 일반적으로, TaN 박막은 스퍼터링을 사용하며 제조되며 TaN 박막의 성질은 탄탈륨과 질소의 화학정량비, 박막의 결함 정도, 또는 공정압력 및 증착 온도, 플라즈마 파워 등과 같은 공정조건 등의 변화에 민감하게 변화하므로, TaN 박막의 다양한 연구가 더 필요한 실정이다. 본 연구에서는 반응성 마크네트론 스퍼터링을 사용하여 TaN 박막을 Si 기판 위에 증착하였고 TaN 박막의 원하는 특성을 제어할 수 있도록 질소 분압과 total gas volume을 조절하여 공정을 최적화하는 연구를 진행하였다. 또한 tensile pull-off 방법을 이용하여 TaN 박막의 부착강도를 평가하였고, 온도 사이클 및 고온고습 환경에 노출된 TaN 박막들의 열화 특성들에 대하여 연구하였다.

• Journal of Korean Society of Environmental Engineers
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• v.37 no.3
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• pp.152-158
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• 2015

This paper investigated the membrane fouling potential at the state of passive adsorption which is no permeation with the test modules on COD (Chemical oxygen demand) loading rates, examined the recovery rate and resistance on membrane fouling by three cleaning manners of hydrophobic membrane in a bioreactor. The results showed that high COD loading led to the increase of extra-cellular polymeric substances and filtration resistance. The permeability resistance from 1st day to 63rd day was getting increased, however, the value of permeability resistance after 63th day during the operation period was almost same level at three COD loading rates, it was due that the biomass adhesion on membrane surface at the state of passive adsorption reached to the critical state. Also, the final recovery rates after three cleaning manners were 78%, 72% and 69% at the COD loading concentrations of 250 mg/L, 500 mg/L and 750 mg/L respectively, and then recovery rate by physical cleaning at Run 2 and Run 3 was decreased after 40th day, it proved that biomass cake, which is not easily removed, was formed on the membrane surface because of high COD loading rate and EPS concentration.

• The Korean Journal of Rheology
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• v.7 no.2
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• pp.101-109
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• 1995

아주작은 Reynolds수 조건하의 나선형 미세입자가 갖는 저항 및 이동계수를 계산하 는 일반적인 방법을 논하였다. 이러한 문제의 해를 구하기 위해서는 입자의 중심선을 따라 분포되어 있는 stokeslet으로 수식화된 유동장을 필요로 한다. 입자에 작용하는 수동력학적 힘과 토오크는 이러한 stokeslet의 적분에 의하여 구할 수 있는데 유동특성에 따라 2계 이상 의 텐서에 비례한다. Johnson에 의하여 유도된 적분방정식은 LU-분해법을 사용하여 해를 구하였다. 해석 결과의 정확성은 침상체를 모델로 하여 Brenner의 엄밀해와 비교하였으며, 일치된 결과를 얻었다.

• Journal of the Korean Geosynthetics Society
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• v.8 no.4
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• pp.1-8
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• 2009

In this study, the large-scale pullout tests are conducted to evaluate pullout resistance of steel strip reinforcement with transverse members. The test results clearly showed the passive effect by normal stress. This suggests that both friction resistance and passive resistance by normal stress should be taken into account in the evaluation of pullout resistance for design. Therefore, The evaluation results confirmed that the developed steel strip reinforcement with transverse members depend heavily on passive resistance by normal stress.

• Journal of the Korean Institute of Telematics and Electronics
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• v.6 no.2
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• pp.6-20
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• 1969

Tunnel diode oscillator consisting of a tunnel diode(negative-resistance element) and a passive linear load. In this paper maximizing the frequeney of a negative reistance oscillator with varying a passive linear load is investigated. The method of theoretical analysis, utiliying impedance loei in the complex plane and experimental data shows that the maximum frequencies of quasi-harmonic oscillation is higher in the parrallal-RL load than in the resistive load.