• Proceedings of the KIEE Conference
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• 2004.04a
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• pp.220-222
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• 2004

경량전철 시스템은 통합시스템으로 시험의 종류 및 방법이 다양하여 기존의 열차 계측 시스템은 계측기마다 별도로 시험하고. 각각의 계측기마다의 계측데이터를 취합하여 각 계측 데이터별로 비교 분석하여야 함으로 열차의 주행을 시험항목에 따라 열차를 여러번 운행, 동작등, 반복을 피하기 위하여 시스템을 통합하여 체계적으로 시험하기 위한 방안으로 계측시스템의 구축이 필요함에 따라 채널의 추가 및 삭제가 용이한 분산계측 시스템으로 무선 랜을 이용하여 거리 및 위치의 한계를 극복하고 주행 중인 열차의 차상 및 지상의 Data를 통합하여 측정하며 측정채널의 시간동기를 맞추어 측정함으로 Data 분석 시 채널간의 비교가 용이하도륵 시스템의 설계를 하였다.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2011.04a
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• pp.155-159
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• 2011

건축법에서 건축마감재료의 연소독성은 설치류(마우스)를 사용한 가스유해성시험으로 평가되고 있다. 최근 동물시험에 대한 최소화 및 대체시험개발의 필요성으로 인해 연소가스의 정량분석을 통한 독성지수연구가 요구되고 있다. 본 연구에서는 이미 철도차량에서 적용되고 있는 BS6853의 연소독성평가를 통해 기존 가스유해성시험결과의 상대적인 비교분석을 수행하여, 건축재료의 연소독성평가에 대한 다양한 가능성을 제시하고자 하였다.

• Journal of the Society of Naval Architects of Korea
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• v.38 no.1
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• pp.9-26
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• 2001

In this paper. the development of a pusher-barge hull form which enables the continuous transportation along the coast and canal is performed. For the design stage of the hull forms. these are developed for Kyungin canal which is will be drawn up as the next contribution project of the Korean government are adopted. The model tests for the designed ship are carried out in the Inha University Towing Tank and the numerical simulations are done with a finite difference method based on MAC scheme. At first, the experiments are performed with designed model ships from low speed to high speed including service speed(6knots) among the corresponding designed speed. Resistance characteristics of designed ships are compared with experimental results of other several pusher-barge hull shapes. Next, the numerical simulations are performed for three cases, that is pusher only, barge only and pusher-barge condition in the designed speed. Each calculations are carried out in deep and restricted water condition. The flow characteristics around hulls in the latter condition are compared with those in the former condition.

• Journal of the Korean GEO-environmental Society
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• v.23 no.4
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• pp.11-20
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• 2022

In order to acquire hydraulic characteristics for unsaturated layers, water retention tests were performed and compared by using the evaporation method, volumetric pressure plate extractor (VPPE) and chilled-mirror dew point method. The evaporation and chilled-mirror method are currently developed experimental technology and measure the water retention curve of unsaturated soils quickly and accurately. In the evaporation and VPPE method, the water retention has been measured and compared until 100kPa matric suction and consequently the result of the evaporation method could be verified. In the chilled-mirror method, the water retention has been measured until high level of matric suction and the overall shape of water retention curves could be obtained. As a result of water retention tests, the representative water retention curves were obtained and the applicability of each test method was discussed. Using both the evaporation and chilled-mirror methods, the soil water retention curve can be acquired reasonably for the whole range of matric suction.

• Proceedings of the KIEE Conference
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• 2009.07a
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• pp.648_649
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• 2009

직류내전압시험기는 접속재 등의 절연 성능을 평가하는 시험 설비로, 설비의 측정시스템은 성능평가를 주기적으로 실시하여 시험 신뢰성의 유지하여야 한다. 본 논문에서는 직류내전압시험기의 측정시스템을 교정용 표준기를 사용하여 비교 측정을 실시하고, 그 결과를 시험시 반영하고자 한다.

• Proceedings of the Korean Reliability Society Conference
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• 2000.11a
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• pp.229-233
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• 2000

본 Study는 휴대용 CST Deck부의 신뢰성 개선/보증활동 중에서 출하수명 보증을 위해 개발한 가속시험에 관한 것이다. 휴대용 CST의 사용 환경과 Deck부의 고장 특성을 고려하여 진동 Stress를 가속 인자로 검토하였고, 예비 시험을 통해 타당성을 확인하였다. 3 수준에서 실시한 수명 Data를 역거듭 제곱 모형을 적용하여 사용자 수준에서의 신뢰성 정보를 추정하였고, 이를 시장 Data와 비교하여 모형의 타당성을 검토하였다. 3 수준 중에서 가장 Stress가 높은 수준에서의 시험을 출하 수명 보증 시험으로 선정하였고, 이 때 가속 효과는 약 55배인 것으로 추정된다.

• The Journal of Engineering Geology
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• v.9 no.1
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• pp.69-82
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• 1999

Direct shear tests are perfromed for artifical joint models made of cement with 25 types of different strength and roughness. The tests consist of the multi-stage test which is a common test method for a single joint plane and the test method suggested by ISRM. Then, not only the differences of friction angles between the two test methods are compared, but is the effectiveness of the multi-stage test investigated. The average of friction angles measured from the multi-stage test is $6.4^{\circ}$ lower than that from the ISRM test. Although the strength and roughness of samples vary, the differences of friction angles between the two test methods are constant. The relationship between the shear stress and the normal stress measured from the multi-stage test is well correlate with the Patton's equation. Whereas, the Barton's equation is best fitted with those measured from ISRM test.

• Journal of the Korea Concrete Institute
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• v.22 no.5
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• pp.625-632
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• 2010

The moduli of concrete has been determined by various testing methods. The impact resonance (IR) method has been shown to be truly a simple nondestructive testing method which produces consistent results. It is possible to determine not only the modulus but also damping ratio from the IR test. However, the values of elastic modulus and damping ratio of concrete from the test is known to be affected by various test conditions including, specimen support condition, impact steel ball size and sampling rate. In this study, the optimum IR test conditions are suggested and validated experimentally. The test results showed that the recommended test conditions yielded a variation of resonant frequency within ${\pm}0.3%$ and damping ratio ${\pm}10.0%$. In addition, the modulus from the IR test was comparable to that from a static test when the effect of strain amplitude was properly taken into account.

• Tunnel and Underground Space
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• v.27 no.3
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• pp.172-184
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• 2017

The hardness and mechanical properties of the minerals in the Daejeon granite according to depths were investigated by indentation test, load-unload test, and cycle test of dynamic ultra-micro hardness. As a result of the tests, it was possible to classify into three mineral groups (Group-1, -2, -3). The Martens hardness was not significantly different between 41 m and 223 m depths in three mode tests. Nevertheless, they showed in the order of a cycle test < load-unload test < indentation test. Considering the average Martens hardness, elastic modulus, and indentation work for each mineral group, their boundaries were relatively clear. In conclusion, A relatively accurate hardness of minerals can be obtained by three mode tests of dynamic ultra-micro hardness. In addtion, it was possible to characterize the elastic modulus and the elastic-plastic properties of the minerals from the load-unload and cycle tests.

• 대한임상약리학회:학술대회논문집
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• 2000.10a
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• pp.5-8
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• 2000