• Proceedings of the KIPE Conference
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• 2018.07a
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• pp.486-488
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• 2018

본 연구에서는 3상 EES(전기에너지저장시스템: Electrical Energy Storage) 시스템의 성능시험에 관한 내용을 소개 및 분석하고, 시험데이터를 통한 시험방법의 적절성에 관한 의견을 제시한다. EES 시스템의 단체표준 규격을 검토하기 전에, 전력변환장치의 단체표준규격 (SPS-SGSF-025-4-1972 : 2016)과 EES 시스템의 일반사항 및 시험방법을 제시하는 단체표준 규격 (SGSF-025-5-1, SGSF-025-5-2)에 각각 명시된 형식시험 항목을 상호 비교 및 분석하고, EES 시스템의 형식시험 항목 중 특정 항목은 시험을 수행하여 결과 데이터를 분석하고 규격내의 평가기준 및 시험방법의 적절성 여부를 고찰하였다.

• Journal of the Earthquake Engineering Society of Korea
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• v.1 no.2
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• pp.59-68
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• 1997

Seismic responses of the Hualien large scale seismic test model on a layered soil site are estimated for three recorded earthquakes with different level of peak acceleration using two different approaches of soil-structure interaction analysis. The analysis results are then compared and evaluated with the recorded. The method adopted for the analysis is based on substructuring method using a lumped parameter model in both the frequency and time domain. The study results indicate that the proposed method can reasonably estimate the earthquake responses of a soil-structure interaction system of r engineering purposes if the techniques of defining input motion and modeling of the backfilled soil are prudently selected.

• Journal of the Korean Geotechnical Society
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• v.19 no.6
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• pp.181-187
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• 2003

This paper describes a study of the influence of shield tunnel construction on the displacements and stresses induced in the linings of existing nearby parallel tunnels. The paper presents a brief review of a set of laboratory scale model research programme investigating the influence of tunnel proximity and alignment, liner stiffness on the nature of the interactions between closely spaced tunnels in clay. A total of two sets of carefully controlled physical model tests were performed. A cylindrical test tank was developed and used to produce clay samples of Speswhite kaolin. In each of the tests, three model tunnels were installed in order to conduct two interaction exts that have been carried out to investigate the interaction problem between parallel tunnels. The results of these tests are compared with the results of finite element analysis to investigate the techniques that must be used to obtain reliable numerical solutions to this type of problem.

• Journal of the Korean Geotechnical Society
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• v.22 no.10
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• pp.151-163
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• 2006

This paper presents the interrelationship between undrained static and cyclic shear behavior. Laboratory works were performed through the undralned static and cyclic triaxial test using Nak-Dong River sand. And static triaxial test involved the triaxial extension test for comparison with cyclic shear behavior Cyclic triaxial test was performed with a variety of combination conditions of initial static shear stress $(q_{st})$ and cyclic stress $(q_{cy})$. In this result, the stress path of cyclic shear behavior was correspondent with static shear behavior passing the critical stress ratio (CSR) line because of the development of flow deformation. After that, a failure occurred according to failure line (FL) of static shear behavior. The stress path of cyclic shear behavior showed essentially the same with static shear behavior, although it appears a little different in test method.

• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.20 no.5
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• pp.45-49
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• 2020

FEU which is a important device in HCTRS of TICN amplifies transmission signals. Tests of intermodulation distortion and harmonic distortion for FEU have been performed manually, and take a lot of time. This paper improves the test methods using program that set up the measurement instruments and read the data automatically. This proposal allows intermodulation distortion and harmonic distortion test simultaneously. And the new test methods show that the measurement time is shorter than before. Also, it is expected that efficient quality assurance is possible because the test time can be independently managed, unlike the previous methods, where the test time was determined according to the skill level of the operator.

• Proceedings of the KIEE Conference
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• 2007.10a
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• pp.279-280
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• 2007

수위계 표준시험장치 초기 구축시 수직 20 m를 오르내리는 리프트에 있어서 수직 상승시 리프트가 상시 수평을 유지하는 기능이 없었기 때문에 보정값이 커지는 요인으로 작용하였다. 따라서 장치의 개선을 통하여 수평을 유지할수 있도록 스테핑모터를 이용하여 시스템을 보완하였으며, 기존의 수평제어를 하지 않았던 데이터와 스테핑모터를 이용하여 제어된 데이터를 비교하여 상호간의 성능 분석 및 수평 데이터가 보정값에 미치는 영향을 분석하고자 한다.

• Transactions of the Korean Society of Mechanical Engineers
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• v.10 no.4
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• pp.494-503
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• 1986

본 연구에서는 저강도.고연성재인 일반구조용압연강 SB41의 평골 CT 시험편과 양측면홈이 있는 CT시험편을 사용하여 ASTM R유선법, JSME R유선법,SZW법, 초음파법 및 전입차법에 따라 J$_{IC}$를 종합적으로 평가하였다. 복수시험편법인 ASTM 및 JSME 및 JSME R유선법을 상호 비교고찰하므로써 저강도.고연성재에 대한 파환인성평가 의 적용한계를 명확히 하였으며 단일시험편법인 초음파 및 전입차시험법은 효율적이고 간편한 J$_{IC}$평가법임을 확인하였다.

• Geotechnical Engineering
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• v.10 no.3
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• pp.41-54
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• 1994

This study aims at investigating the mechanism and operation of cubical triaxial test developed by Lade in order to obtain analysis on the clayey foundation deformation. A comparison on deviator stress, pore water pressure and stress path is made between test results of clay using the cubical consolidated undrained test as well as plane strain test.

• Journal of the Korean Geotechnical Society
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• v.19 no.5
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• pp.133-144
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• 2003

Horizontal consolidation characteristics of Busan marine clay were investigated by computing coefficient of horizontal consolidation from Piezocone data and comparing their results with those of standard consolidation test. It is well known that current prediction models of $c_h$ for high plastic soils have large uncertainties, and show a great difference between the predicted and the measured values. However, the spherical models and expanding cavity theory of Torstensson(1977), and Burns & Mayne(1998) based on modified Cam-Clay model with critical limit state concepts have relative reliability in estimating $c_h$ and good applicability in highly plasticity soils. In this paper, a normalization technique was used to evaluate $c_h$ using the Burns and Mayne's method based on the dissipation test, and their normalized consolidation curves give 0.015 of time factor($T_{50}$) when 50% degree of consolidation is completed. Comparison study using Piezocone data obtained at other similar ground site shows 1.5 times less systematicality than that of standard consolidation test, which indicates considerable approximation with the measured values because standard consolidation test gives the difference of three to few times compared with the measured values. In addition, design chart for estimating $c_h$ based on the chart from Robertson et al.(1992) and using the other method of the direct prediction from the of dissipation test was newly proposed. It is judged that new proposed chart is very applicable to Korean marine soils, especially in very high plastic soils.

• Journal of the Korea Convergence Society
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• v.8 no.1
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• pp.1-6
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• 2017

In this paper, we propose a new method for a correlative phase comparison direction finding(DF) which detects the arrival direction of radio waves by data fusing the calculated phase difference and the measured phase difference between the antennas when the radio waves are incident on the circular array antenna composed of 7 antennas respectively. The correlation type phase comparison method uses a uniform circular array(UCA) and a linear array method. The phase difference data calculated formally and the phase difference data measured in the test environment are fused with a correlation function, therefore, it is superior to the currently used phase comparison direction detection method. When the signal-to-noise ratio (SNR) of the received signal is 20dB and the inter-antenna distance to the wavelength of the received signal($L/{\lambda}$) is 0.5, the accuracy of the correlative DF is $1.7^{\circ}$ while measurement phase comparison's is larger than $2.5^{\circ}$, It can be used for electromagnetic signal monitoring and military direction detection.