• Title/Summary/Keyword: Test block

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A Twin Symbol Encoding Technique Based on Run-Length for Efficient Test Data Compression

  • Park, Jae-Seok;Kang, Sung-Ho
    • ETRI Journal
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    • v.33 no.1
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    • pp.140-143
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    • 2011
  • Recent test data compression techniques raise concerns regarding power dissipation and compression efficiency. This letter proposes a new test data compression scheme, twin symbol encoding, that supports block division skills that can reduce hardware overhead. Our experimental results show that the proposed technique achieves both a high compression ratio and low-power dissipation. Therefore, the proposed scheme is an attractive solution for efficient test data compression.

Behavior of Geosynthetic Reinforced Modular Block Walls under Sustained Loading using Reduced-Scale Model Test (축소모형실험에 의한 지속하중하에서의 보강토 옹벽의 거동특성 연구)

  • Yoo, Chung-Sik;Kim, Sun-Bin;Byun, Joseph;Kim, Young-Hoon;Han, Dae-Hui
    • Journal of the Korean Geosynthetics Society
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    • v.5 no.1
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    • pp.1-7
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    • 2006
  • Despite a number of advantages of reinforced earth walls over conventional concrete retaining walls, there exit concerns over long-term residual deformation when used as part of permanent structures. In view of these concerns, time-dependant deformation characteristics of geosynthetic reinforced modular block walls under sustained loads were investigated using reduced-scale model tests. The results indicated that a sustained load can yield appreciable magnitude of residual deformation, and that the magnitude of residual deformation depends on the loading characteristic as well as reinforcement stiffness.

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Follow-up Evaluation of the Effect of Stellate Ganglion Block Using Thermography -A case report- (체열검사를 이용한 성상신경절 차단 효과 추적 -증례 보고-)

  • Kim, Sang Hyun;Kim, Kyoo Nam;Lee, Dong Gi;Chae, Won Seok;Kim, Yong Ik
    • The Korean Journal of Pain
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    • v.19 no.1
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    • pp.115-118
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    • 2006
  • Among the sympathetic blocks used to treat various symptoms and diseases, including sympathetic dysfunction in pain clinics, a stellate ganglion block (SGB) is one of the easiest to apply. However, it is difficult to evaluate the effects of SGB due to the subjective nature of patient-reported data. A 26-year-old female, who presented with symptoms of coldness and sweating on both hands, received SGB 25 times on each side over a 2-month period. The effects of SGB were followed up using a cold stress test with thermography. Although the symptoms appeared again after 6 months, the recovery rate of the palmar temperature after the cold stress test improved significantly and was maintained for 18 months.

Investigation on Ultimate Strength of STS304L Stainless Steel Welded Connection with Base Metal Fracture Using Finite Element Analysis

  • Lee, HooChang;Kim, TaeSoo;Hwang, BoKyung;Cho, TaeJun
    • International journal of steel structures
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    • v.18 no.4
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    • pp.1139-1152
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    • 2018
  • Many studies on the application of stainless steels as structural materials in buildings and infra-structures have been performed thanks to superior characteristics of corrosion resistance, fire resistance and aesthetic appeal. Experimental investigation to estimate the ultimate strength and fracture mode of the fillet-welded connections of cold-formed austenitic stainless steel (STS304L) with better intergranular corrosion resistance than that of austenitic stainless steel, STS304 commonly used has carried out by authors. Specimens were fabricated to fail by base metal fracture not weld metal fracture with main variables of weld lengths according to loading direction. All specimens showed a block shear fracture mode. In this paper, finite element analysis model was developed to predict the ultimate behaviors of welded connection and its validity was verified through the comparison with test results. Since the block shear behavior of welded connection due to stress triaxiality and shear-lag effects is different from that of bolted connection, stress and strain distributions in the critical path of tensile and shear fracture section were investigated. Test and analysis strengths were compared with those by current design specifications such as AISC, EC3 and existing researcher's proposed equations. In addition, through parametric analysis with extended variables, the conditions of end distance and longitudinal weld length for block shear fracture and tensile fracture were suggested.

Properties of Inter-Locking Block with the Contents of the Fine Particles (미립분의 혼입율 변화에 따른 인터로킹 블록의 특성)

  • 이상태;김기철;신병철;이동남;한천구
    • Proceedings of the Korea Concrete Institute Conference
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    • 1999.10a
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    • pp.171-174
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    • 1999
  • The objective of this study is to investigate the properties of fine particles in the process of producing crushed fine aggregates under various fine particle contents. According to the test results, when fine particles are added as substitution of aggregates by about 10%, it shows that the qualities of interlocking block such as compressive strength, flexural strength and absorption ratio are improved. The application of fine particles provide various advantages in the sides of recycling of materials

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Reliability Assessment of Traction System of Korean High Speed Train (한국형 고속전철 추진시스템의 신뢰성 평가)

  • 서승일;박춘수;한영재;박태근
    • Proceedings of the KSR Conference
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    • 2003.10a
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    • pp.151-155
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    • 2003
  • In this paper, as the first step to assess and enhance the reliability of Korea High Speed Train, electric traction system is selected and reliability analysis is carried out. The electric traction system is classified into subsystems and functional block diagrams and reliability block diagrams are drawn. Expressions to calculate the reliability are deducted and Mean Kilometer Between Service Failure is calculated using the trial test results on the track. Calculated results show reliability growth of the electric traction system.

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Design of New Rail Support Block for Urban Maglev (도시형 자기부상열차를 위한 새로운 레일지지부의 설계)

  • Jang, Seung-Yup;Choi, Il-Yoon;Yeo, In-Ho
    • Proceedings of the KSR Conference
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    • 2007.11a
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    • pp.1318-1323
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    • 2007
  • Proposed herein is a shape design of a different rail support block with existing ones for the commercialization of the urban maglev. The rail support for existing test lines adopts monoblock steel sleeper, whereas an individual support system has been proposed to achieve an additional cost savings and to provide an emergency exit. Also, to enhance the easiness of installation and the repairability, alignment adjusting methods suitable for the new design have been devised.

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Rank tests for Conparing several treatments with a control in a Randomized Block experiment

  • Park, Sang-Gue;kim, Jeong-il;Lee, Eun-Koo
    • Journal of Korean Society for Quality Management
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    • v.19 no.1
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    • pp.16-27
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    • 1991
  • Propose three rank tests based on different kinds of ranking methods for comparing several treatments with a control in a randomized block experiment. Monte Carlo power simulation study is examined in some small sample sizes and configurations to recommend a better test for applications.

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Study on Thickness Measurement about Insulation Rubber of Steel Motor Case Using Ultrasonic Resonance (초음파 공진을 이용한 스틸 연소관의 내열 고무 두께 측정 기법 연구)

  • Kim, Dong-Ryun;Kim, Jae-Hoon
    • Journal of the Korean Society of Propulsion Engineers
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    • v.16 no.5
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    • pp.89-96
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    • 2012
  • The rubber side could be contaminated using the existing pulse echo method because the ultrasonic wave was incident on the rubber side from the interior of the steel motor case, which could lead to the critical disbond defect. To develop the test method which can be replaced the existing method, the ultrasonic wave was incident on steel face of the steel/rubber adhesive test block. Rubber resonance frequencies measured from the steel/rubber adhesive test block were in good agreement with theoretically predicted rubber resonance frequencies. This paper was described about the ultrasonic resonance method to convert the rubber resonance frequency into the rubber thickness.

Traction System Characteristics of Railway Vehicle

  • Han, Young-Jae;Kim, Ki-Hwan;Seo, Sung-Il;Park, Chun-Su;Han, Seong-Ho;Kim, Young-Mo
    • 제어로봇시스템학회:학술대회논문집
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    • 2005.06a
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    • pp.1351-1354
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    • 2005
  • Recently, as the feasibility study shows that trans-Korea railway and trans-continental railway are advantageous, interest in high speed railway system is increasing. Because railway vehicle is environment-friendly and safe compared with airplane and ship, its market-sharing increases gradually. Korean High Speed Train has been developed by KRRI for last 7 years to satisfy the need. Korean High Speed Train (350km/h), composed of 2 power cars, 2 motorized car and 3 trailer cars, has been developed and is under trial test. To verify the design requirements for the functions and traction performances of the train, KRRI (Korea Railroad Research Institute) decided to evaluate traction performances of the train during trial test. For this purpose, torque, velocity, voltage and current must be measured. KRRI has developed a measurement system that can measure vast and various signals effectively. In this paper, we introduce traction performances of Korean High Speed Train. The traction measurement items are focused on the verification of motor block performances. Motor block consists of 2 motors. By this test, we verified traction performances of Korean High Speed Train

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