• Journal of the Korean GEO-environmental Society
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• v.25 no.4
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• pp.29-35
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• 2024

This is an analytical study to confirm the passive resistance effect before post-tensioning of steel bar anchors. When using a steel bar as a permanent anchor, if displacement occurs within the slope even before the head load is applied, the displacement is suppressed by the passive resistance caused by the interaction between the steel bar, grout, and surrounding soil. Accordingly, the shape of the failure surface and changes in the safety factor were examined using limit equilibrium analysis and finite element analysis targeting sites where steel bar anchors were actually applied. It was found that the safety factor of the slope reinforced with steel bar anchors is 2.02 using finite element analysis, which is about 5.9% smaller than 2.14 using limit equilibrium analysis. Also, the location of the failure surface was found to be deeper compared to the unreinforced slope. Likewise, the factor of safety has a 153% and 163% increase using finite element method and limit equilibrium analysis, respectively. In addition, the maximum displacement occurs in the lower unreinforced section within the slope, and the displacement is found to be reduced by 42 to 83% at the location where the steel bar anchors are installed.

• Journal of the Korean Geosynthetics Society
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• v.12 no.4
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• pp.77-86
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• 2013

Laboratory pullout tests were conducted to evaluate pullout performance of steel strip reinforcements with deformed steel bars as transverse members. The steel strip reinforcement has an installation hole to assemble a deformed steel bar. Jumunjin standard sand is used to form a relative density of ground model to 80%. Frictional resistance of steel strip reinforcement without transverse member increases sharply at the initial displacement and quickly decreases with displacement. Maximum frictional resistance increases linearly as normal pressure increasing, and soil-reinforcement interaction friction angle(${\rho}_{peak}$) of a steel strip reinforcement is estimated to $14.64^{\circ}$. Passive resistance increases with displacement and converge into maximum passive resistance in most cases. Maximum passive resistance increases linearly as normal pressure increasing irrespective of shape of the steel reinforcement. Pullout force of steel strip reinforcements with installation holes or transverse members largely increases about 4 to 7 times compared to frictional resistance force of steel strip reinforcements when embedment length($L_e$) of steel strip reinforcements is 500 mm. In the case of using 2 transverse members, interference effect is observed due to the spacing of 2 transverse members and location of assembly holes and transverse members.

• Geotechnical Engineering
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• v.12 no.4
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• pp.87-100
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• 1996

The pull -out test has been used to investigate the friction properties between soil and grid type geosynthetics which is useful to measure the passive bearing resistance as well as the skin friction. In this paper, the friction properties between geogrid and a weathered granite soil are investigated by performing various pull-out tests. From the test results, a rational pull out test equipment and test method is suggested by evaluating the effects of major factors (such as geogrid width, location of soil box facing, vertical loads and pulll -out displacement rate, etc.) on pull -out test results.

• Superconductivity and Cryogenics
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• v.6 no.2
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• pp.21-25
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• 2004

초전도 한류기는 전기 회로에 사고 발생시 대단히 빠르게 임피던스를 발생시켜 고장전류를 제한한다. 여러 종류의 고온초전도체가 한류기용 도체로 활용되고 있는데, 도체의 종류에 따라 다양한 종류의 초전도 한류기가 제안 및 개발되고 있다. 그 중 저항 스위치형 한류기는 다른 형식에 비해 작고, 간단하고, 필경 값이 싸다. 저항 스위치형 한류기는 통전 전류가 임계전류(Ic) 초과시 초전도체가 상전도체로 전이(quench)할 때 대단히 빨리 저항이 발생함을 이용하는 수동소자이다.(중략)

• Composites Research
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• v.12 no.2
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• pp.1-9
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• 1999

The piezoelectric material connected to external electric networks possesses frequency dependent stiffness and loss factor which are also affected by the shunting circuit. The external electric networks are generally specialized for two shunting circuits: one is the case of a resistor alone and the other is the combination of a resistor and an inductor. For resistive shunting, the material properties exhibit frequency dependency similar to viscoelastic materials, but are much stiffer and more independent of temperature. Shunting with a resistor and inductor introduces an electrical resonance, which can change the characteristics of structural resonance optimally in a manner analogous to a PMD (proof mass damper). Passive damping enhancement of composite beam using piezoelectric material connected to external electrical networks is achieved and presented in this paper.

• Proceedings of the Korea Contents Association Conference
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• 2018.05a
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• pp.291-292
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• 2018

이 연구의 목적은 대상자의 팔과 다리를 연구자가 잡아당기고, 저항을 준 상태로 대상자가 대상자의 몸통으로 가져가는 수동적 가동범위의 운동인 '저항굴곡MS운동'이 코어를 강화시켜주는 운동임을 증명한다. 또한 본 연구의 목적은 누군가의 작은 도움이 근육강화와 유연성은 물론 관절의 기능회복에 도움을 주며 류마티스 관절염 통증완화에 미치는 영향을 알아보고자하는데 있다.

• Journal of the Microelectronics and Packaging Society
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• v.9 no.2
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• pp.55-60
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• 2002

The recent trend in electronic devices has been towards light weight, low cost, high performance and improved reliability. Passive components are very important parts of microelectronic devices. The number of passive components used in hand held devices and computers continue to increase. To achieve improvements in costs, component density, performance, and reliability, embedding of these passive components into the printed circuit boards (PCBs) is required. This paper introduces the embedding of passive components, and discusses the remained challenges in the commercialization of this technique.

• Information and Communications Magazine
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• v.28 no.11
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• pp.24-30
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• 2011

본고에서는 소형 고집적 이동단말기용 패키지를 위해 구현 되고 있는 능/수동소자 내장형 패키지 기술에 대해 알아보고자 한다. 능/수동소자내장형 패키지 기술은 IC 칩과 같은 능동 소자와 저항, 커패시터, 인덕터와 같은 수동소자 부품들을 패키지 기판 내부에 내장시켜 소형화를 추구함과 더불어 칩과 수동소자간의 접속 길이를 짧게 해서 전기적 성능을 향상시키실 수 있는 패키징 기술이다. 본 원고에서는 PCB기술에 기반을 둔 embedded active device 기술과 웨이퍼 레벨 패키징 기술에 기반을 둔 fan-out embedded wafer level package 기술 동향에 대해 서술하고 그 특정들을 비교 분석하였으며 이 기술들에 대환 동향을 살펴보고자 한다.

• Proceedings of the Korean Geotechical Society Conference
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• 1997.10a
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• pp.325-332
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• 1997

• Proceedings of the Korean Geotechical Society Conference
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• 1998.10a
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• pp.291-296
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• 1998