• 제목/요약/키워드: End-to-end test

검색결과 2,906건 처리시간 0.035초

가변선단재하판을 이용한 양방향말뚝재하시험의 치수 효과 (A Scale-Effect of O-Cell Pile Load Test with Variable End Plate)

  • 주용선;김낙경;김웅진;박종식
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.884-890
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    • 2009
  • The bi-directional pile load test with variable end plate overcomes the shortcoming of the Osterberg cell test. It is possible that the ultimate bearing capacity of the bi-direction can be known by using the loading of the end plate and two step procedures. The first step is to confirming end bearing capacity with variable end plate and the second step is similar to the conventional O-cell test. In the study, To calculate ultimate capacity of bi-directional load test using model with the pile with variable end plate O-cell, operated with end plate of 3 type on sand layer according to the relative density, loose, medium and dense conditions.

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Selecting Test Cases for Result Inspection to Support Effective Fault Localization

  • Li, Yihan;Chen, Jicheng;Ni, Fan;Zhao, Yaqian;Wang, Hongwei
    • Journal of Computing Science and Engineering
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    • 제9권3호
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    • pp.142-154
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    • 2015
  • Fault localization techniques help locate faults in source codes by exploiting collected test information and have shown promising results. To precisely locate faults, the techniques require a large number of test cases that sufficiently exercise the executable statements together with the label information of each test case as a failure or a success. However, during the process of software development, developers may not have high-coverage test cases to effectively locate faults. With the test case generation techniques, a large number of test cases without expected outputs can be automatically generated. Whereas the execution results for generated test cases need to be inspected by developers, which brings much manual effort and potentially hampers fault-localization effectiveness. To address this problem, this paper presents a method to select a few test cases from a number of test cases without expected outputs for result inspection, and in the meantime selected test cases can still support effective fault localization. The experimental results show that our approach can significantly reduce the number of test cases that need to be inspected by developers and the effectiveness of fault localization techniques is close to that of whole test cases.

저궤도위성과 지상국 간 접속 검증 시험 (The Interface Test between LEO Satellite and Ground Station)

  • 권동영;정옥철;김희섭
    • 항공우주기술
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    • 제11권2호
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    • pp.49-56
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    • 2012
  • 저궤도위성은 궤도에 진입한 이후에는 탑재 소프트웨어에 의해 임무를 수행하게 된다. 탑재 소프트웨어에 의한 위성의 임무 수행은 많은 부분이 내부 논리에 의해 자동으로 수행되고 있다. 그러나 발사 후 초기 운용이나 정상 운용의 임무 명령 생성, 궤도 조정, 건강 상태 확인 및 조치 등의 경우는 위성 운용 인원 및 위성 개발자의 판단 및 제어가 필요하다. 이를 위해 위성의 텔레메트리를 수신 및 원격 명령을 위성에 전송하여 탑재 소프트웨어를 상황에 맞게 제어할 수 있도록 위성과 지상국 간의 무선 통신 접속이 필요하다. 위성과 지상국 간의 접속 검증 시험을 종단 시험(End-to-End test)이라고 하며, 이 논문에서는 저궤도위성 개발의 전체 기간 중 수행한 2 차례의 종단 시험에 대하여 시험 형상 및 시험 설계에 대해 서술하고 이에 따른 시험 결과에 대해 정리하였다.

후방추돌평가 시험을 위한 가상환경 시나리오 개발연구 (A study on scenario in virtual environment for test about rear-end collision)

  • 백우경;김배영;김시우;정충민;송종원;서명원
    • 자동차안전학회지
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    • 제3권2호
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    • pp.17-21
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    • 2011
  • Vehicle safety device such as active headrest and rear detection system has been developing as people are interested about rear end collision more than head on or than front. However, there is no any standard or criterion in order to evaluate vehicle safety device for rear end collision. Also there is no test protocol about rear end collision in vehicle experiment. Therefore, this research developed scenario for experiment about rear end collision in vehicle experiment. Also this research evaluated dangerousness about vehicle test and fitness about re-enacting rear end collision using scenario developed using commercial software (PC-Crash) which can re-enact vehicle collision in virtual vehicle experiment. Scenario developed according to statistics from National Highway Traffic Safety Administration and German In-Depth Accident Study. Scenario has twelve cases which composed of Re-LVS (Rear end Leading Vehicle Stop), Re-LVM (Rear end Lead Vehicle Moving) and scenario for evaluation about malfunction of active headrest.

Experimental Study on the Structural Safety of the Tractor Front-End Loader Against Impact Load

  • Park, Young-Jun;Shim, Sung-Bo;Nam, Ju-Seok
    • Journal of Biosystems Engineering
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    • 제41권3호
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    • pp.153-160
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    • 2016
  • Purpose: This study was conducted to experimentally investigate the structural safety of and identify critical locations in a front-end loader under impact loads. Methods: Impact and static tests were conducted on a commonly used front-end loader mounted on a tractor. In the impact test, the bucket of the front-end loader with maximum live load was raised to its maximum lift height and was allowed to free fall to a height of 500 mm above the ground where it was stopped abruptly. For the static test, the bucket with maximum live load was raised and held at the maximum lift height, median height, and a height of 500 mm from the ground. Strain gages were attached at twenty-three main locations on the front-end loader, and the maximum stresses and strains were measured during respective impact and static tests. Results: Stresses and strains at the same location on the loader were higher in the impact test than in the static test, for most of measurement locations. This indicated that the front-end loader was put under a severe environment during impact loading. The safety factors for stresses were higher than 1.0 at all locations during impact and static tests. Conclusions: Since the lowest safety factor was higher than 1.0, the front-end loader was considered as structurally safe under impact loads. However, caution must be exercised at the locations having relatively low safety factors because failure may occur at these locations under high impact loads. These important design locations were identified to be the bucket link elements and the connection elements between the tractor frame and front-end loader. A robust design is required for these elements because of their high failure probability caused by excessive impact stress.

폴리머 애자의 End-fitting 설계 및 성능 평가기술 (End-fitting Design and Performance Evaluation of Polymer Insulator)

  • 조한구;이운용;한세원;한동희;지원영;여학규;강두원;천종욱;이형규
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2004년도 춘계학술대회 논문집 방전 플라즈마 유기절연재료 초전도 자성체연구회
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    • pp.25-29
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    • 2004
  • Corona on polymer materials causes deterioration by the combined action of the discharge striking the surface and the action of certain chemical compounds that are formed by the discharges. In the design and manufacture of polymer insulators must be sufficiently large to avoid corona discharges, otherwise a shielding or corona ring (grading ring) needs to be installed on the insulator. To conduct this purpose, many researchers have investigated end-fitting of polymer insulator by voltage distribution simulation and electrical test. Grading rings are used to improve the performance of the insulator in multiple ways. They can reduce corona and associated audible noise and radio influence and television interference. The factors determining the uses of a grading ring are line voltage, geometry and dimensions of end fittings, geometry and dimensions of line hardware, and environmental conditions. In this paper, electrical property of polymer insulator with end-fitting design have been investigated by electrical field analysis, various end-fitting design, tracking wheel test, corona inception voltage and extinction voltage. Electrical field analysis is conducted by FEM program and various end-fitting is designed through this result. Designed end-fittings are manufactured and their performance is conducted by electrical performance test.

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Tensile capacity of mortar-filled rectangular tube with various connection details

  • Kim, Chul-Goo;Kang, Su-Min;Eom, Tae-Sung;Baek, Jang-Woon
    • Steel and Composite Structures
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    • 제44권3호
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    • pp.339-351
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    • 2022
  • A mortar-filled rectangular hollow structural section (RHS) can increase a structural section property as well as a compressive buckling capacity of a RHS member. In this study, the tensile performance of newly developed mortar-filled RHS members was experimentally evaluated with various connection details. The major test parameters were the type of end connections, the thickness of cap plates and shear plates, the use of stud bolts, and penetrating bars. The test results showed that the welded T-end connection experienced a brittle weld fracture at the welded connection, whereas the tensile performance of the T-end connection was improved by additional stud bolts inserted into the mortar within the RHS tube. For the end connection using shear plates and penetrating stud bolts, ductile behavior of the RHS tube was achieved after yielding. The penetrating bars increased load carrying capacity of the RHS. Based on the analysis of the load transfer mechanism, the current design code and test results were compared to evaluate the tensile capacity of the RHS tube according to the connection details. Design considerations for the connections of the mortar-filled RHS tubes were also recommended.

RF Front End의 결함 검출을 위한 새로운 온 칩 RF BIST 구조 및 회로 설계 (New On-Chip RF BIST(Built-In Self Test) Scheme and Circuit Design for Defect Detection of RF Front End)

  • 류지열;노석호
    • 한국정보통신학회논문지
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    • 제8권2호
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    • pp.449-455
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    • 2004
  • 본 논문에서는 입력 정합(input matching) BIST(Built-In Self-Test, 자체내부검사) 회로를 이용한 RF front end(고주파 전단부)의 새로운 결함 검사방법을 제안한다. 자체내부검사 회로를 가진 고주파 전단부는 1.8GHz LNA(Low Noise Amplifier, 저 잡음 증폭기)와 이중 대칭 구조의 Gilbert 셀 믹서로 구성되어 있으며, TSMC 40.25{\mu}m$ CMOS 기술을 이용하여 설계되었다. catastrophic 결함(거폭 결함) 및 parametric 변동 (미세 결함)을 가진 고주파 전단부와 결함을 갖지 않은 고주파 전단부를 판별하기 위해 고주파 전단부의 입력 전압특성을 조사하였다. 본 검사방법에서는 DUT(Device Under Test, 검사대상이 되는 소자)와 자체내부검사회로가 동일한 칩 상에 설계되어 있기 때문에 측정할 때 단지 디지털 전압계와 고주파 전압 발생기만 필요하며, 측정이 간단하고 비용이 저렴하다는 장점이 있다.

모형시험을 통한 Smart 양방향말뚝 재하시험에 관한 연구 (Study of Smart Bi-directional Pile Load Test by Model Test)

  • 김낙경;김웅진;주용선;김성규
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 춘계 학술발표회
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    • pp.1088-1093
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    • 2010
  • The Smart bi-directional pile load test with variable end plate overcomes the shortcoming of the Osterberg cell test. It is possible that the ultimate bearing capacity of piles can be known by using two different end plates. The first step is to measure end bearing capacity with smaller end plate and the second step is similar to the conventional O-cell test. In this study, model test was performed to evaluate the smart bi-directional pile load test in sand. Vertical displacement of the model pile were messured at the axial loading condition.

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Statistical Analysis of End-to-End Delay for VoIP Service in Mobile WiMAX Networks

  • Islam, Mohd. Noor;Jang, Yeong-Min
    • 한국통신학회논문지
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    • 제35권2A호
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    • pp.196-201
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    • 2010
  • Measurement of Quality of Service (QoS) parameters and its statistical analysis becomes a key issue for Mobile WiMAX service providers to manage the converged network efficiently and to support end-to-end QoS. In this paper, we investigate the population distribution of end-to-end one-way delay which is the most important QoS parameter in Mobile WiMAX networks. The samples are analyzed with Chi-Square Goodness-of-Fit test, Kolmogorov-Smirnov (K-S), and Anderson-Darling (A-D) test to verify the distribution of parent population. The relation with confidence level and the minimum number of sample size is also performed for logistic distribution. The statistical analysis is a promising approach for measuring the performance Mobile WiMAX networks.