• Title/Summary/Keyword: Test-setup

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Correlation between Insulation Diagnostic Test and AC Breakdown Test for 3.3 kV Class Induction Motor

  • Byun, Doo-Gyoon;Hong, Jin-Woong
    • Transactions on Electrical and Electronic Materials
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    • 제7권5호
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    • pp.262-266
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    • 2006
  • The insulation diagnostic test and the AC breakdown test were performed under off-line using the 3.3 kV class induction motor which have been served for 10 years. These tests were conducted in means of nondestructive and destructive test. In this paper, we compared the correlation between the nondestructive and destructive test. Furthermore we setup an experimental condition with moisture and compared the insulation characteristics between moist and dry sample. From the results of the nondestructive and destructive test, it was found that the second AC current, which is the previous step of insulation breakdown, suddenly increased at a point of around 8.5 kV. The insulation breakdown of moist sample occurred at 12-14 kV, which is 4-5 kV lower than dry sample.

통신대역신호 방향탐지 장치 Test-bed 개발 및 성능 분석 (Design and Performance Analysis of Direction Finding System Test-bed for Communication-band Signals)

  • 최준호;박영미;양종원;나선필;박철순
    • 한국군사과학기술학회지
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    • 제10권3호
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    • pp.154-160
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    • 2007
  • A direction finding system test-bed(DFSTB) at the electronic warfare communication-band is presented to efficiently evaluate and optimize the performance of the direction finding system through the indoor test setup. This test-bed gives a significant benefit to the designers of the direction finding system because it allows flexible test and design trade-off in the system design cycle. The system description and implementation of test-bed architecture, and the experiment results of direction finding accuracy according to modulation schemes are presented.

장기성능 평가를 위한 토목섬유 화학저항성 시험 고찰 (Consideration of Geosynthetics Chemical Resistance Test for Long-Term Performance Evaluation)

  • 전한용;장연수;공학봉
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 춘계 학술발표회
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    • pp.222-232
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    • 2009
  • In this study, the real site test conditions were considered and applied to suggest the improved test method for geosynthetics chemical resistance. For this, index and performance tests were done to specify and regulate the more approached test method. Accelerated model by Arrhenius equation was applied to interpretate the experimental data. Through analysis and comparison the overall experimental results, we could suggest the possibility and setup the advanced chemical resistance test method for geosynthetics.

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Robust inference with order constraint in microarray study

  • Kang, Joonsung
    • Communications for Statistical Applications and Methods
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    • 제25권5호
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    • pp.559-568
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    • 2018
  • Gene classification can involve complex order-restricted inference. Examining gene expression pattern across groups with order-restriction makes standard statistical inference ineffective and thus, requires different methods. For this problem, Roy's union-intersection principle has some merit. The M-estimator adjusting for outlier arrays in a microarray study produces a robust test statistic with distribution-insensitive clustering of genes. The M-estimator in conjunction with a union-intersection principle provides a nonstandard robust procedure. By exact permutation distribution theory, a conditionally distribution-free test based on the proposed test statistic generates corresponding p-values in a small sample size setup. We apply a false discovery rate (FDR) as a multiple testing procedure to p-values in simulated data and real microarray data. FDR procedure for proposed test statistics controls the FDR at all levels of ${\alpha}$ and ${\pi}_0$ (the proportion of true null); however, the FDR procedure for test statistics based upon normal theory (ANOVA) fails to control FDR.

현장 타설용 고분자 감쇠재의 탄성 계수를 측정하기 위한 실험 기법 (Dynamic Test method to Determine Modulus of Elasticity of Sound Insulating Coat)

  • 이맘 딘베루 몰라;이종구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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    • pp.92-93
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    • 2015
  • The main purpose of this paper is to present the dynamic test method developed for measuring the elastic modulus of sound insulating coat. The test setup was devised based on the theoretical natural frequency of a simply-supported beam subject to free transverse vibration. A stainless steel beam was tested and the result showed a good compliance with the standard value listed in literatures. The result indicates that the test set up can serve as a quick, economical and suitable scheme to test non self-supporting materials.

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Application of Monte Carlo simulations to uncertainty assessment of ship powering prediction by the 1978 ITTC method

  • Seo, Jeonghwa;Park, Jongyeol;Go, Seok Cheon;Rhee, Shin Hyung;Yoo, Jaehoon
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제13권1호
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    • pp.292-305
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    • 2021
  • The present study concerns uncertainty assessment of powering prediction from towing tank model tests, suggested by the International Towing Tank Conference (ITTC). The systematic uncertainty of towing tank tests was estimated by allowance of test setup and measurement accuracy of ITTC. The random uncertainty was varied from 0 to 8% of the measurement. Randomly generated inputs of test conditions and measurement data sets under systematic and random uncertainty are used to statistically analyze resistance and propulsive performance parameters at the full scale. The error propagation through an extrapolation procedure is investigated in terms of the sensitivity and coefficient of determination. By the uncertainty assessment, it is found that the uncertainty of resultant powering prediction was smaller than the test uncertainty.

SW 테스트 자동화 구현을 위한 핵심성공요인에 관한 연구 (Critical Success Factors for Implementing Software Test Automation)

  • 김성용;민대환;임성택;채봉수
    • Journal of Information Technology Applications and Management
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    • 제27권6호
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    • pp.101-116
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    • 2020
  • This study attempts to derive critical success factors and prioritize activities for implementing the automation of software test. Software testing proceeds in five steps of test plan, test case design, test scripting & test environment setup, test execution & evaluation, and test closure. From the literature, twenty influence factors in the five steps were identified. Focus Group Interviews with ten experts in software testing selected fourteen factors on the basis of importance and feasibility. Some factors were further divided to clarify their meanings and the number of influence factors finally became twenty one. A survey on the influence factors was conducted with 75 IT professionals. An importance-feasibility analysis was applied to the survey responses and classified the influence factors into four groups of essential factors, critical factors, low priority factors, and minimal factors. Essential factors include objectives for test automation, strategies for test automation, test automation training, test automation education, setting up test automation environment, setting up test environment, test automation tool selection. Critical factors include management's continued support, management's continued interest, role of automation engineers, and skills of automation engineers. This result suggests that a lot of efforts should be put into SW test plan for the successful SW test automation and SW automation should proceed in consideration with the priorities and resource consumption.

VMware를 이용한 바이러스 테스트 시뮬레이션 설계 및 구현 (Design and Implementation of Virus Test Simulation using VMware)

  • 이중식;이종일;김홍윤;전완근
    • 융합보안논문지
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    • 제2권2호
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    • pp.199-207
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    • 2002
  • 최근에 들어와서는 컴퓨터 바이러스와 해킹에 대한 공격이 심각한 수준에 와 있다. 이제 컴퓨터 바이러스는 특정 사건이 아니라 우리의 생활 속에서 발생할 수 있는 실질적인 피해임을 느낄 수 있다. 특히 1999년 이후에 나타난 바이러스는 다양한 변화를 보였고, 진보된 형태의 바이러스도 많이 나타났다. 일부 바이러스는 자신의 코드를 재배치하는 암호화 기술을 사용하기도 한다. 이에 따라서 백신 프로그램들은 바이러스의 암호화를 다시 복호화 하기 위해 가상 실행 엔진(emulation mine)을 사용하고 있다. 이러한 바이러스의 복잡한 암호화 기술 및 복호화 기술은 O.S의 종류에 따라 형식이 다양하다. 따라서 하나의 시스템에서 여러 가지 운영체제의 가상 실행 엔진을 사용하기 위해서 다수의 운영체제를 같이 사용할 수 있게 해주는 응용 소프트웨어인 VMware를 사용하여 '바이러스 Test Simulation'의 설계 및 구현을 할 수 있다.

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Design load-carrying capacity estimates and an improved wooden shore setup

  • Huang, Y.L.;Lin, Y.C.;Lee, C.F.;Chen, H.J.;Yen, T.
    • Structural Engineering and Mechanics
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    • 제17권2호
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    • pp.167-186
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    • 2004
  • The design load-carrying capacities of wooden shores depend on factors, such as the wood species and properties, and construction methods. This paper focuses on the construction methods, including an upright single shore, group of upright shores, group of inclined shores, butt connections and lap connections. This paper reports experiments to obtain critical loads and then developed an empirical equation based on Euler' formula for the critical loads and design load-carrying capacities. The test results show that the critical loads for an upright single wooden shore are greater than the average values for a group of upright shores, and the latter are greater than the average values for a group of inclined shores. Test results also show that the critical loads become smaller when butt or lap connections are used, butt connections possessing greater critical loads than lap connections. Groups of inclined shores are very popular at work sites because they have some practical advantages even though they actually possess inferior critical loads. This paper presents an improved setup for constructing groups of inclined shores. With this method, the inclined shores have larger critical loads than upright shores. The design load-carrying capacities were obtained by multiplying the average critical loads by a resistance factor (or strength reduction factor, ${\phi}$) that were all smaller than 1. This article preliminarily suggests ${\phi}$ factors based on the test results for the reference of engineers or specification committees.

Brazilian Test of Concrete Specimens Subjected to Different Loading Geometries: Review and New Insights

  • Garcia, Victor J.;Marquez, Carmen O.;Zuniga-Suarez, Alonso R.;Zuniga-Torres, Berenice C.;Villalta-Granda, Luis J.
    • International Journal of Concrete Structures and Materials
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    • 제11권2호
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    • pp.343-363
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    • 2017
  • The objective of this work was finding out the most advisable testing conditions for an effective and robust characterization of the tensile strength (TS) of concrete disks. The independent variables were the loading geometry, the angle subtended by the contact area, disk diameter and thickness, maximum aggregate size, and the sample compression strength (CS). The effect of the independent variables was studied in a three groups of experiments using a factorial design with two levels and four factors. The likeliest location where failure beginning was calculated using the equations that account for the stress-strain field developed within the disk. The theoretical outcome shows that for failure beginning at the geometric center of the sample, it is necessary for the contact angle in the loading setup to be larger than or equal to a threshold value. Nevertheless, the measured indirect tensile strength must be adjusted to get a close estimate of the uniaxial TS of the material. The correction depends on the loading geometry, and we got their mathematical expression and cross-validated them with the reported in the literature. The experimental results show that a loading geometry with a curved contact area, uniform load distribution over the contact area, loads projected parallel to one another within the disk, and a contact angle bigger of $12^{\circ}$ is the most advisable and robust setup for implementation of BT on concrete disks. This work provides a description of the BT carries on concrete disks and put forward a characterization technique to study costly samples of cement based material that have been enabled to display new and improved properties with nanomaterials.