• International Journal of Highway Engineering
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• v.8 no.2 s.28
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• pp.87-93
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• 2006

To evaluate the deformational characteristics of subgrade soils, four subgrade samples in Korea were tested using the RC and TS tests with various dry unit weight and water content. Both the maximum modulus and normalized modulus reduction curves of subgrade soils were affected by the dry unit weight. The normalized modulus was decreased about 20% with increasing of relative compaction of 5%. It was founded that the variations of modulus of subgrade soils in Korea were over 40% with water content variation of $\pm$2%, and those effects can be estimated by exponential model. However, the normalized modulus reduction curves were almost identical and independent of water content. It was also founded that confining pressure, loading frequency, dry unit weight, and water content have an affect on modulus of subgrade soils independently. Therefore, it can be considered that those effects are independent variables.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.35 no.9
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• pp.1131-1136
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• 2011

This study is performed on the acoustic emission parameters involved in a burst test for a CNG-vehicle fuel tank. A resonant AE sensor with a central frequency of 150 kHz was attached on the composite materials in the center of the fuel tank. The analysis of AE parameters such as hit, amplitude, count, duration, risetime, and signal strength during load holding was performed. The total count and total signal strength are effective tools for the damage evaluation of a CNG fuel tank.

• Journal of the Korean GEO-environmental Society
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• v.9 no.2
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• pp.61-65
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• 2008

In this study, a newly modified soil nailing technology named as the PGSN (Pressurized Grouting Soil Nailing) system is proposed. Effects of various factors related to the design of the pressurized grouting soil nailing system, such as the length of re-bars and type of reinforcement materials, were examined throughout a series of the displacement-controlled field pull-out tests. 9 displacement-controlled field pull-out tests were performed and the ratio of injected grout volume to grout hole volume were also evaluated based on the measurements. In addition, short-term characteristics of pull-out deformations of the newly proposed PGSN system were analyzed and compared with those of the ordinary soil nailing system by carrying out field pull-out tests. The test results were shown that the displacements of pressurized grouting soil nailing system were decreased 30~36% in comparison with using gravity grouting soil nailing system by the pressurized effect. The displacements of steel tube were diminished 31~32% comparison with using deformed bar by the reinforcement type change from the field pull-out tests.

• Proceedings of the Korean Reliability Society Conference
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• 2011.06a
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• pp.61-70
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• 2011

본 논문에서는 전원회로에 사용되는 주요 부품인 트랜스포머에 대한 주요한 고장모드, 고장메커니즘, 스트레스 인자들을 규정하고 그에 따른 가속열화시험을 실시하여 가장 유효한 스트레스 인자를 도출하고 트랜스포머의 열화가 전원회로에 미치는 영향을 분석에 대한 연구를 진행하였다. 전원회로의 고장분석에서, 트랜스포머의 일시적인 특성변화 또는 고장현상(Bunt, Short, Open 등) 발생으로 인한 전류의 급증, 공진주파수 부조화, Spike 발생 등으로 인한 주변부품 또는 구성회로에 미치는 영향을 정확하게 분석하는 것이 어렵다는 점과 비교적 단순한 구조와 강한 내성으로 뚜렷한 고장모드를 보이지 않는 특징으로 인해 전원회로의 고장원인이 트랜스포머 외의 반도체 소자, 저항, 커패시터 등에 의한 것으로 분석되는 것이 일반적이다. 유효한 스트레스 인자별 가속열화시험을 통한 성능평가에서는 절연저항을 제외한 특성에서는 뚜렷한 변화(열화)를 보이지 않았고, 고온고습에 의한 스트레스에서 가장 절연저항의 급격한 열화를 확인할 수 있었다. 또한 열화 각각의 스트레스 인자에 따라 열화시킨 트랜스포머를 실장하여 평가하는 실증적인 방법을 통해 분석한 결과 트랜스포머의 열화는 스위칭소자를 비롯한 주변부품에 스트레스를 가중시켜 발열로 대변되는 현상을 유발하고 트랜스포머 입출력 양단간의 위상편차는 심화시키는 것으로 나타났으며, 스트레스 인자 중 온습도에 의한 영향이 가장 유효하다는 것으로 확인할 수 있었다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.71-74
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• 2011

최근 국제적으로 지진 발생 규모가 증대하고 있으며, 우리나라를 비롯한 많은 나라에서 구조물 및 주요 시설물에 대한 내진설계에 관심이 증대되고 있다. 지진방재는 건물자체의 안전성뿐만 아니라 내부설비 및 소장품에 대한 안전성까지 종합적으로 검토되어야 하며 이를 위한 대책이 필요한 실정이다. 본 연구의 주요목적은 예측 불가한 자연재해인 지진에 대해 일반적인 면진성능을 갖는 기초격리장치로서의 기능을 충실히 수행할 수 있는지를 확인하기 위하여 면진장치를 사용한 구조물의 면진효과를 검증하는 것이다. 또한 설계된 스프링의 탄성계수에 따른 실제 지진 시 응답의 차이를 알아보기 위하여 공진실험 및 진동대 실험을 실시하여 면진테이블 시스템의 면진성능을 평가하였다. 진동대 실험은 미국 "NEBS Requirements"에서 규정하는 요구응답스펙트럼에 상응하는 임의 지진파를 적용하였고 각각 x축과 z축 가진 후, x-y-z 축을 동시에 가진하여 수행하였다. 시험응답스펙트럼(Test Response Spectrum)은 요구응답스펙트럼(RRS)에 포락하도록 시험하여 최대가속도는 x축 방향 가진 시 90%의 감쇠효과가 나타났으며, 3축 방향 가진 시 x축 방향은 58%, y축 방향은 31%의 감쇠효과가 나타났다. 최대상대변위는 설계스트로크 140mm에 대하여 최대 85.54mm의 변위가 발생하여 안정적인 거동을 나타내었다. 본 연구에서 제안한 면진테이블 시스템은 중요 첨단장비 및 문화재 등의 전도 및 파괴를 방지하는 데 효과적일 것으로 판단된다.

• Journal of the Korean Geotechnical Society
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• v.21 no.7
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• pp.13-20
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• 2005

For experimental study on the effect of particle size distribution on the liquefaction resistance strength, particle size distribution curves of the dredged soil were investigated. In this process, four mean particle sizes and three uniformity coefficients were defined representatively and twelve representative particle size distribution curves which have different mean particle size and uniformity coefficient, were defined and manufactured by using the real dredged river soil. Cyclic triaxial tests and resonant column tests were carried out to analyze the effect of mean particle size and uniformity coefficient on the liquefaction resistance strength and dynamic characteristics.

• Journal of the Korean Geotechnical Society
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• v.19 no.2
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• pp.189-197
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• 2003

In this paper, deformation characteristics of fiber-mixed-soils were studied at small strain range(0.0001%～1%) using resonant column test and triaxial test, and reinforcement effect was evaluated by the measure of maximum shear moduli. The effects of the major parameters such as fiber content, aspect ratio and fiber type on reinforcement were comparatively assessed. The specimens were remolded from Jumunjin Sand randomly mixed with discrete polypropylene staple fibers. Maximum shear moduli of fiber-mixed-soils increased by up to 30% and modulus reduction was also restrained in nonlinear range. Shear moduli increased as the aspect ratio increases. The reinforcement was more effective with fibrillated fiber than with monofilament fiber. The most effective reinforcement was achieved with the specimen of 0.3 % fiber content.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2004.05a
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• pp.912-918
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• 2004

Main vibration problems of a transaxle type forklift truck are caused by the resonance of engine excitation force and natural mode shade of major components such as engine-mount system, mast, and main frame. But, it is well known that the reduction of vibration is very difficult because of the limitation of structural modifications. In this paper, the vibration characteristics of engine-mast system including engine mount were firstly identified by the experimental and simplified numerical methods. And also, the free and forced vibration characteristics of a whole forklift truck were surveyed with modal test and ODS(operation deflection shape) measurement. Based on these results, the reliable finite element model was developed. Finally, various countermeasures were considered and applied to a real forklift truck and then its effects were confirmed.

• 대한한약신문
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• s.116
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• pp.1-12
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• 2006

2006년도 제3차 회장단 협의회/정부, 약사법.의료법 전면개정안 국회 제출/"한약재 품질관리 강화된다"/생산단계서 의약품으로 구별 관리해야/치료효과 보장.암시하는 의료광고 형사처벌/의료단체 행정소송 이어 연말정산 '헌법소원' 제기/난치성질환 치료에 '한의학' 적극 활용/한의학연, 사상의학 본격 연구/의료비 자료제출 거부기관 세무조사 경고/"한약, 간기능 악화 요인 없다"/의료기관 공진단 취급 '주의 요망'/한의원, 자체 제조한 안약.연고 등 판매불가/"의료비 소득제출 유언비어 살포시 고발조치"/"연말정산 미제출 병의원 세무조사 없다"/복지부, 요양기관 녹색인증제 폐지/소득.학력 높을수록 약국 서비스에 불만족/PD수첩 방영된 한의사 3명 징계 결정/부정합 판정 한약재 취급 업소 행정처분/개원한의사 전문의 면허시험 자격인정 연구/지부탐방-지부장에게 듣는다/칼럼-고쟁이와 자궁병/애증 이야기/명칭이 비슷하여 감별하기 어려운 한약재/성약과 패륜아/우리 약초를 찾아서-치자나무/한방과 항문질환/노인들 아스피린을 상용하면/전호, 오용에 대한 소고

• Journal of the Korean GEO-environmental Society
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• v.8 no.6
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• pp.5-12
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• 2007

Mudstone has characteristics that it has high enough strength and stiffness in a dry condition, but the strength and stiffness decrease in a wet condition with groundwater infiltration. The sliding of cut slope frequently encountered in Pohang area has been reported due to the rapid reduction of shear strength in mudstone after being exposed to the air. The study in this paper shows that mudstone having enough strength in a boring stage has lost the strength after installing PRD (percussion rotary drill) steel pipe pile inducing an insufficient bearing capacity. Field test has been performed to investigate the most favorable method for increasing a pile bearing capacity in mudstone with various methods such as MSG (Micro Silica Grouting) around the tip and side of a pile, the perimeter grouting combined with Micro pile reinforcement, and concrete filling after tip reinforcing grouting. MSG has been turned out to be the most favorable method for increasing a pile bearing capacity in mudstone, confirmed by the static load test.