• Title/Summary/Keyword: 설계시험평가

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An Experimental Study on the Strengh and Ductility of High-Strength Flexural Members (고강도 휨재의 강도와 연성에 관한 실험적 연구)

  • Lee, Seung-Joon
    • Journal of Korean Society of Steel Construction
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    • v.13 no.1
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    • pp.19-28
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    • 2001
  • The strength and ductility of steel flexural members are investigated experimentally in this study. As for the performance evaluation of flexural members. experimental studies on the 9 test specimens were carried out. Four specimens were fabricated from SM490 and five specimens were fabricated from SM570. The experimental results of the specimens were analyzed with focus on the flexural strength and ductility. The experimental results exhibited that all the specimens provided sufficient flexural strengthes which exceeded the nominal flexural strengthes specified in the current Limit State Design Specification by average ratio of 1.22. However. the experimental results showed that the compact-section specimens fabricated from SM570 did not provide the required rotational ductility. The yield-to-tensile strength ratio(YR) of SM570 of about 0.9 might be the causes of such insufficient capacities.

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Fabrication of Mechanical fatigue flawed Specimen and Evaluation of Flaw Size (기계적 피로결함 시험편 제조 및 결함 크기 평가)

  • Hong, Jae-Keun;Kim, Woo-Sung;Son, Young-Ho;Park, Ban-Uk
    • Journal of the Korean Society for Nondestructive Testing
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    • v.23 no.1
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    • pp.38-44
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    • 2003
  • Performance demonstration with real flawed specimens has been strongly required for nondestructive evaluation of safety class components in nuclear power plant. Mechanical or thermal fatigue crack and intergranular stress corrosion cracking could be occured in the in-service nuclear power plant and mechanical fatigue crack was selected to study in this paper. Specimen was designed to produce mechanical fatigue flaw under tensile stress. The number of cycles and the level of stress were controlled to obtain the desired flaw roughness. After the accurate physical measurement of the flaw size and location, fracture surface was seal-welded in place to ensure the designed location and site. The remaining weld groove was then filled by using gas-tungsten are welding(GTAW) and flux-cored arc welding(FCAW). Results of radio graphic and ultrasonic testing showed that fatigue cracks were consistent with the designed size and location in the final specimens.

XML Schema Design for Evaluation Module of Biometric Software (생체인식 소프트웨어의 평가모듈을 위한 XML 스키마 설계)

  • Yoon Young-Mi;Hwang Suk-Hyung;Yang Hae-Sool
    • Annual Conference of KIPS
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    • 2004.11a
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    • pp.377-380
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    • 2004
  • 최근 생체인식 분야는 IT 분야의 보안기술과 함께 빠르게 진전되어 왔으며, 현재 생체인식의 중요성이 인식되면서 국내외 생체인식 소프트웨어 시장이 급격히 증가하고 있는 추세이다. 이에 따라 생체인식 소프트웨어의 품질에 대한 평가가 요구되고 있으며. 생체인식 소프트웨어의 품질시험과 평가를 위한 기준으로 평가모듈(Evaluation Module)이 도출되어야 한다. 또한. XML(eXtensible Markup Language) 은 네트워크와 어플리케이션간 교환되어지는 정보를 명세하기 위한 언어로 데이터 교환과 공유에 대한 표준으로 그 응용 영역이 확장되어 적용되고 있다. 본 논문에서는 ISO/IEC 9126과 ISO/IEC 12119를 기반으로 생체인식 소프트웨어에 적합한 품질평가 체계를 위해 XML 스키마를 제안하였다. 실제 생체인식 소프트웨어의 평가모듈(EM)에서는 제안한 XML 스키마를 통해 유효성을 검사한다.

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창녕군 증산리 지역 강변여과수 타당성 조사 및 시험 정호 설치

  • Kim Hyeong-Su;Won Lee-Jeong;Seok Hui-Jun;Park Cheol-Suk
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2006.04a
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    • pp.76-81
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    • 2006
  • 창녕군 증산리 지역은 신규 취수원 확보 일환으로 강변여과 방식 취수 가능성이 한국수자원공사에 의해서 평가되고 있는 지역이다. 강변여과 방식 취수의 타당성 평가를 위해 현장 지질조사, 시추조사, 전기 비저항 탐사 및 고해상도 탄성파 탐사를 수행하였다. 또한 대상 연구지역에서의 개략적 취수 가능량 산정을 위해 모델링 평가가 수행되었으며, 개별 정호에 대한 양수량 산정을 위해 시험 정호를 설치하였다. 현장 시추 조사와 시료에 대한 입도 분석 결과, 연구 지역의 충적층 두께는 35m 전후이며, 주 대수층 구간은 지표하 $25{\sim}35m$인 것으로 추정되었다. 또한 주 대수층 구간의 수리전도도는 $10^{-2}cm/sec$ 이상으로 주로 모래섞인 자갈층으로 구성되어있는 것으로 평가되었다. 또한 전기비저항 조사 결과는 부분적으로 매우 낮은 비저항 분포 지층을 보여주고 있으며, 이는 주로 실트 및 점토로 된 지층이 부분적으로 퇴적되어 있음을 지시하며, 고해상도 탄성파 탐사 결과는 전반적으로 지하수위는 지표하부 5m 전후에 분포하고, 충적층의 하부 경계는 35 내지 45m인 것으로 해석되었다. 지하수 모델링을 통해, 취수 목표량인 180,000톤/일은 주대수층까지의 지하수위 강하 없이 확보 가능할 것으로 평가되었다. 또한 개별 정호의 산출 특성을 평가하기 위해 시험 정호를 설치하여, 실제 2,700톤/일 예비 양수 시험을 수행하였다. 예비 양수 시험 결과, 양수정에서의 수위 강하는 개략 10m, 양수정관측정에서는 약 0.3m의 수위강하만이 관찰되었으며, 양수 영향권이 수 십 m를 넘지 않을 것으로 판단되었다.서의 S97과 JBR의 세포감염 억제율은 3.85%와 3.63%로 나타났다. $textsc{k}$-casein, CU는 로타바이러스 S97과 JBR에 대해 농도 2000UM에서 97%이상의 억제효과를 나타냈으며, sialic acid는 억제효과가 거의 없었다. K-casein, GMP는 송아지뿐만 아니라 유아의 로타바이러스에 의한 설사를 억제할 수 있을 것으로 기대된다.을 향상하기 위해서는 이러한 부위에 대한 미생물 오염을 낮출 수 있는 세심한 현장 품질관리가 필요하다.en and adolescents, analysed by country, age group and gender. The paper discusses the places young consumers can turn to in trying to fulfil their growing consumer needs. It also examines how much money is at their disposal. It then concludes by considering the influence of "financial socialization" on how young people deal with money.nsumption visions based on the various perspectives, consumers are influenced in the apparel buying decision-making. Many subjects reported experiencing positive affect when imagining positive outcomes of produc

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Comparison of Test Methods for Evaluation of Chloride Diffusion Coefficient in Concrete (콘크리트의 염소이온 확산계수 평가를 위한 시험방법 비교)

  • Lee, Chan-Young;Kim, Hong-Sam;Kim, Jin-Cheol;Cheong, Hai-Moon;Ahn, Tae-Song
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.581-584
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    • 2008
  • Generally, durability of concrete structures under marine environment is grossly declined by detrimental ions such as chlorides, which penetrate concrete and was diffused to corrode reinforcing rod. Therefore, chloride diffusion properties in concrete are important for durability evaluation and design of concrete structure. For estimation of chloride diffusion coefficient in concrete, both evaluation methods are used for steady state and non-steady state derived from Fick's 1st and 2nd law, respectively. However, as it is very difficult to evaluate diffusion coefficient for non-steady state like service environment where concrete is actually exposed, indirect evaluation method by laboratory accelerated test is generally used. In this study, comparison of chloride diffusion behavior was investigated for fixed mix proportion and age of concrete using four accelerated test methods based on domestic and foreign standards. From test results, only relative comparison between concrete mixtures was possible using ASTM C 1202 test, and diffusion coefficient for steady state was estimated as low as 1/10 of that for non-steady state. In addition, diffusion coefficient estimated by immersion test was similar to result by NT build 492 test.

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A Reflection Study on the Teachers' Accreditation Examination in China (중국 교사 자격증 취득 시험에 대한 반성적 성찰)

  • Li, Xiaohui;Park, Changun
    • Asia-pacific Journal of Multimedia Services Convergent with Art, Humanities, and Sociology
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    • v.8 no.9
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    • pp.485-494
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    • 2018
  • This study aims to summarize characteristics of teacher certification system in China and identify its problems and improvement directions through the analysis of examination contents and examination conditions and so on. The teacher certification examination in China, including written examination and interview, is dominated by Ministry of Education. And all districts and departments put into practice according to their own characteristics and practical situations. Without distinction between normal university students and non-normal university students, only when all specific conditions are met could candidates sit for the examination. Problems of teacher certification examination are as following. The limitation of examination conditions focus on educational requirements and some basic conditions, the negligence of educational experience and practical ability, and interview tends to become apparent and formalistic.

Evaluation of Seismic Performance on Shear Walls in Steel House (스틸하우스 전단벽체의 내진성능평가)

  • 이재석;이승은;홍건호;김원기
    • Journal of the Earthquake Engineering Society of Korea
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    • v.6 no.6
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    • pp.65-72
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    • 2002
  • This study estimates steel house shear wall's seismic performance depending on trend of seismic design. As a result at cyclic-test, the capability of energy dissipation about X1SPCH during this test is good enough. The capability of energy dissipation of X3SPCH and X4SPCH was better than that of X1SPCH. The X2SPCH which is similar to real X-braced shear wall has better seismic performance than shear wall braced with structural sheathing materials on pseudo-dynamic test.

이동형 인공위성레이저추적용 광학계 개발

  • Na, Ja-Gyeong;Kim, Gwang-Dong;Jang, Jeong-Gyun;Jang, Bi-Ho;Han, In-U;Han, Jeong-Yeol;Park, Gwi-Jong;Park, Chan;Nam, Uk-Won;Im, Hyeong-Cheol;Park, Eun-Seo;Yu, Seong-Yeol;Seo, Yun-Gyeong;Mun, Il-Gwon;Gang, Yong-U
    • The Bulletin of The Korean Astronomical Society
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    • v.37 no.2
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    • pp.164.2-164.2
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    • 2012
  • 인공위성레이저추적(SLR, Satellite Laser Ranging) 시스템은 인공위성까지 레이저를 발사하여 되돌아오는 시간간격을 측정함으로서 위성까지의 거리를 측정하는 시스템으로 현존하는 인공위성 궤도결정 시스템으로는 가장 정밀하다. 한국천문연구원은 우주추적 및 감시의 필요성이 증가함에 따라 2008년부터 40cm급 이동형 인공위성레이저추적 시스템을 개발을 시작하였고, 현재 개발을 완료하여 시험운영 중에 있다. 시스템 개발 과정 중에 발생할 수 있는 문제점들을 최소화하기 위해, 설계 단계에서 부품을 포함한 광기계 구조물에 대한 구조해석과, 실험실 프로토타입 구성 등을 실시하였다. 제작된 각 서브시스템별 조립 및 평가는 한국천문연구원이 보유한 광학계 조립 및 평가 시설을 이용하였다. 개발된 이동형 레이저 추적 시스템의 광학부는 추적마운트에 장착되었고, 현장 시험관측을 통해 수신광학계 및 광신호유도계의 정렬 및 제어항목 교정 등을 실시하였으며, 성공적으로 시험 영상 관측을 완료하였다. 이 발표에서는 이동형 레이저 추적 시스템 광학계의 개발 과정과 그 결과에 대해 보고한다.

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Experimental Test and Performance Evaluation of Mid-Range Automotive Radar Systems Using 2D FFT ROI (2D FFT ROI를 이용한 중단거리 차량용 레이더의성능 시험 및 평가)

  • Jonghun, Lee;Youngseok, Jin;Seoungeon, Song;Seokjun, Ko
    • Journal of Korea Society of Industrial Information Systems
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    • v.28 no.1
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    • pp.1-8
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    • 2023
  • In this paper, we developed a mid-range automotive radar systems based on the performance requirements and test procedures of the intelligent transport systems, that is lane change decision aid systems (LCDAS). The mid-range automotive radar has the maximum detection range up to 80m and an update time within 50ms. The computational loads of a signal processing were reduced by using ROI preprocessing technique. Considering actual driving environments, radar performance evaluations were conducted in two driving scenarios at an automotive proving ground.

Stress-Strain Characteristics of Weathered Granite Soil in Plane Strain Test (평면변형시험을 이용한 화강풍화토의 응력-변형률 특성)

  • Kim, You-Seong;Lee, Jin-Kwang;Kim, Jae-Hong
    • Journal of the Korean Geotechnical Society
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    • v.30 no.5
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    • pp.37-46
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    • 2014
  • Geotechnical structures have been analyzed and constructed in various geometry conditions to maintain their stability in accordance with the characteristics of construction design. Shear strengths are generally obtained from triaxial test to apply to design analysis. Geotechnical structures under strip loading, such as earth dam, embankment, and retaining wall, have the strain in a direction, and plane strain condition. Thus, an approximate shear strengths should be applied for stability analysis suitable to ground condition. When applying shear strengths obtained from triaxial tests for slope stability analysis, the evaluation of it may underestimate the factor of safety because the implementation is not suitable for geometry condition. The paper compares shear strengths obtained from triaxial test and plane strain test based on various relative densities using weathered granite soils. Additionally, yield stress is determined by maximum axial strain 15% in triaxial test because of continuous kinematic hardening, but plane strain test can determine a failure point in critical state to evaluate the shear strengths of soils at the second plastic hardening step. This study proposes to perform an appropriate test for many geotechnical problems with plane strain condition.