• Title/Summary/Keyword: 해석수준이론

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ON THE ARMILLARY SPHERE OF NAM BYEONG-CHEOL-II: Translation of a chapter on how to use an armillary sphere in Uigijipseol (남병철의 혼천의 연구 II 『의기집설』에 나오는 <혼천의용법>의 역해설)

  • Kim Sang-Hyuk;Lee Yong-Sam;Nam Moon-Hyon
    • Journal of Astronomy and Space Sciences
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    • v.23 no.1
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    • pp.71-90
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    • 2006
  • This study is about , which constitutes Honcheonui(an armillary sphere) put of $\ulcorner$Uigijipseol$\lrcorner$ (Volume I) together with and -dealt with earlier than this subject. The study's construction on the text of is organized into 15 categories, including installation, observations, instructions for use, astronomical theories and formulas, etc. This study provides easy-to-understand illustrations of the figures shown in the original and contains detailed descriptions of the related calculation procedures. In the 'Instructions for Use of Honcheonui' discussed here, the readers are introduced to astronomical computation systems, mainly based on spherical trigonometry and proportional methods. The section also provides systematic and detailed reviews of astronomical theories and calculation procedures, allowing you to assess the level of astronomy knowledge at that time.

Recommendation of I-D Criterion for Steep-Slope Failure Estimation Considering Rainfall Infiltration Mechanism (강우침투 메커니즘을 이용한 급경사지 붕괴예측 I-D 기준식 제안)

  • Song, Young-Karb;Kim, Young-Uk;Kim, Dong-Wook
    • Journal of the Korean Geotechnical Society
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    • v.29 no.5
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    • pp.65-74
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    • 2013
  • The natural disaster occurrences and the loss of lives caused by the steep-slope failures in Korea were investigated in this study. The investigation includes the frequency rate of the steep-slope failures with respect to the characteristics of precipitation, underlying bedrock, and weathered soils. Analysis on the problems in the existing estimation methods of steep-slope failure was also undertaken, and a new model using unsaturated infinite slope stability was developed for the better slope failure estimation. The slope analyses by the newly developed model were performed considering unsaturated infinite slope, the gradient of slope, and hydro/mechanical properties of soils. Steep-slope failure estimation criterion is proposed based on the analysis results. In addition, the precipitation amount corresponding to warning stages against steep-slope failure is provided as an equation of Intensity-Duration criterion.

Analysis of Carbonation for Harbor Concrete Structure (항만 콘크리트 구조물에 대한 탄산화 해석)

  • Han, Sang-Hun;Park, Woo-Sun
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.20 no.6
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    • pp.575-582
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    • 2008
  • Carbonation is one of major factors influencing on the durability of concrete structure. This paper investigates the effect of carbonation on the soundness of harbor concrete structure and quantifies the influence of carbonation based on in-situation data tested at 369 points in 69 harbor facilities. The relationships between carbonation depth and cover depth, and between carbonation depth and compressive strength are studied and the failure probability of durability, that is the initiation probability of steel corrosion, is evaluated on the basis of reliability concept. The in-situation test results showed that the ratio of carbonation depth to cover depth was less than 0.2, and the carbonation depth increased with age. In most cases, the failure probability of durability by carbonation was less than 10%. Therefore, it can be concluded that the influence of carbonation on the durability of harbor concrete structure is smaller than other factors deteriorating the durability of harbor concrete structure.

A Study on LRFD Reliability Based Design Criteria of RC Flexural Members (R.C. 휨부재(部材)의 L.R.F.D. 신뢰성(信賴性) 설계기준(設計基準)에 관한 연구(研究))

  • Cho, Hyo Nam
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.1 no.1
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    • pp.21-32
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    • 1981
  • Recent trends in design standards development in some European countries and U.S.A. have encouraged the use of probabilistic limit sate design concepts. Reliability based design criteria such as LSD, LRFD, PBLSD, adopted in those advanced countries have the potentials that they afford for symplifying the design process and placing it on a consistent reliability bases for various construction materials. A reliability based design criteria for RC flexural members are proposed in this study. Lind-Hasofer's invariant second-moment reliability theory is used in the derivation of an algorithmic reliability analysis method as well as an iterative determination of load and resistance factors. In addition, Cornell's Mean First-Order Second Moment Method is employed as a practical tool for the approximate reliability analysis and the derivation of design criteria. Uncertainty measures for flexural resistance and load effects are based on the Ellingwood's approach for the evaluation of uncertainties of loads and resistances. The implied relative safety levels of RC flexural members designed by the strength design provisions of the current standard code were evaluated using the second moment reliability analysis method proposed in this study. And then, resistance and load factors corresponding to the target reliability index(${\beta}=4$) which is considered to be appropriate level of reliability considering our practices are calculated by using the proposed methods. These reliability based factors were compared to those specified by our current ultimate strength design provisions. It was found that the reliability levels of flexural members designed by current code are not appropriate, and the code specified resistance and load factors were considerably different from the reliability based resistance and load factors proposed in this study.

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An Efficient Stream Authentication Scheme using Tree Authentication (인증 트리 기법을 이용한 효율적인 스트림 인증 기법)

  • Park, Yong-Su;Cho, Yoo-Kun
    • Journal of KIISE:Computer Systems and Theory
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    • v.29 no.8
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    • pp.484-492
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    • 2002
  • We propose an efficient stream authentication scheme using tree authentication. To reduce the computation cost of the sender, we design the authentication tree whose height is very short. We appropriately distribute authentication information over packets so the receiver can verify data with high probability. Moreover, we provide mathematical analysis on the verification probability. For the proposed scheme and previous schemes, we measured the elapsed time for generating authentication information and the proposed scheme has equal to or slightly larger than that of GM's scheme, which has the lowest computation overhead. We performed simulations, which show that the verification probability of the proposed scheme is much higher than that of any other scheme.

A Study on th Applicatioin of Rubber Insulators for Noise and Vibration Control in Mortor Vehivel(I) (자동차 진동, 소음 저감을 위한 방진고무의 응용에 대하여(I))

  • 김중희;김기세
    • Journal of the korean Society of Automotive Engineers
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    • v.7 no.4
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    • pp.41-48
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    • 1985
  • 자동차 태수의 급격한 증가 및 일상생활에 있어서의 자동차 사용할 때간 증대는 곧 개개인의 생 활공간에 대한 자동차의 점유비율이 높아가고 있음을 입증한다. 따라서 거주성, 안락감, 쾌적성 등 종합적 주거환경에 관한 고객의 요구 역시 높은 수준으로 만족되어야 한다. 그러나 연비, 생 산성향상 등 경제적 측면의 요구에 부합하기 위한 자량의 경량화, 소형화 추세는 위에서 언급된 차내 주거환경을 저해하는 여러 가지 난제를 안겨주고 있다. 특히 안락감, 쾌적성의 저해는 가 장 직접적으로 나타나는 문제이며, 이는 차체의 진동입력에 대한 감수성 증대와 진동전달계류의 단서화에 따른 절연능력의 저하에 기인하는 것으로 보인다. 더구나 이와같은 진동문제는 대부분 차내소음을 유발시키며 넓은 주파수범위(홍80-120Hz)에 걸쳐 이들 두가지가 서로 달성되는 경우 가 많기 때문에 대적성의 저해요인으로 가장 크게 주목되고 있다. 자동차 진동 소음의 저감을 위한 노력은 실험적, 이론적 해석방법의 진보에 힘입어 꾸준한 소모로 실현되고 있으며 발생기구, 전달계류, 응답계류을 통틀어 부분적 또는 종체적인 연구가 계속되고 있다. 이와같은 세가지 계류중 전달계류은 발생기구와 응답계류 각각의 특성에 대하여 상호보완적인 역할을 수행해야 하기 때문에 항시 까다로운 요구조건을 안락시키도록 연구되어야 한다. 본고에서는 진동 소음의 전달계류중 가장 중요한 위치를 차지하고 있는 방진고무의 기본적역할 및 이들의 동력학적 측 면에서의 응용원리에 대해 검토하고 최근 급변하는 신기술동향에 대해 소개하고자 한다.

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Drought Evaluation by A Drought Frequency Formula (가뭄빈도공식을 이용한 가뭄의 평가)

  • Kang, In-Joo;Yoon, Yong-Nam
    • Journal of the Korean Society of Hazard Mitigation
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    • v.2 no.3 s.6
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    • pp.89-99
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    • 2002
  • Drought is a very difficult natural disaster to overcome because its beginning and end are not clear to define, and it is widely distributed in space and has long term persistence. The purpose of this study was to evaluate the drought at Mokpo using drought frequency formula suggested by Sharma(1997). The precipitation records for the period 1906-1999 at Mokpo meteorological station are used for drought analysis. The most severe drought year is found to be that of 1995, which is of the 30-year frequency, and 18 drought years are selected based on the 5-year drought frequency.

공직 적격성 검사의 개발

  • 김청택;김명소;이순묵
    • Proceedings of the Korean Association for Survey Research Conference
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    • 2001.11a
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    • pp.89-109
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    • 2001
  • The purpose of this research was to develop Public Service Aptitude Test(PSAT) in order to select high performer in the public sector of the government. Based on both literature review and job analysis using the interview with job incumbents, the test which measured verbal ability, situational judgment ability, data interpretation ability, and knowledge on common sense was prepared. The items was administered in undergraduate students, job incumbents, and trainees of public service officers to obtain information about the goodness and appropriateness of items. Base on the results of the item analysis, new items were made and administered in another undergraduate students, job incumbents, and trainees of public service officers to select the final test items. The reliability and validity of the developed PSAT were acceptable level. Finally, the impact of the PSAT on potential applicants and future suggestions were discussed.

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An Experimental study on the applied Geocell mat in Rivers (지오셀 매트의 하천 호안시설 적용성에 관한 실험)

  • Han, Jin-Young;Kim, Hyun-Kyum;Kim, Young-Seob;Lee, Kwang-Soo;An, Won-Sik
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.172-176
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    • 2011
  • 최근 들어 생활수준의 향상과 친수 환경에 대한 인식이 높아지면서 하천환경의 보전과 개선에 대한 필요성이 증대되고 과거 이수 또는 치수 목저으로 정비되었던 하천을 자연형 하천으로 탈바꿈 시키려는 움직임이 많이 일어 나고 있다. 자연형 하천 공법의 연구는 1990년대부터 점차 이루어 지고 있으나, 호안의 식생 공법 연구 및 수리 실험을 이루어 지지 않는 실정이다. 이제 본 연구에서는 자연형 하천 정비의 대표적인 방법인 호안 사면 처리 공법 중 지오셀 식생 매트에 대한 수리모형 실험을 실시하였다. 고정상 실험을 통하여 활착된 지오셀 식생 매트가 허용할 수 있는 유속과 수위를 정하는데 목적을 두었고, 상사법칙 이론을 도입하여 수행된 실험결과를 정리 분석하였다. 분석된 실험치를 왜곡모형에 적용하여 실제 규모로 환산한 결과 현재 설계시 허용되는 유속에도 지오셀 식생 매트의 안정성이 확보되는 것을 확인할 수 있었다. 따라서 호안의 지오셀 식생매트의 적용이 가능 할 것으로 보이나, 제한적인 실험결과에 의해 왜곡모형을 이용하여 현장조건을 추정한 것이므로 적용 및 해석에 있어서는 실제 설치되는 하천의 복잡한 수리 수문학적인 변수가 충분히 고려되어야 할 것이다.

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A Preliminary Study of Applicability of Auxetic Mesh for Construction Industry (음의 포아송비 거동 격자체의 건설산업에의 적용 가능성 연구)

  • Kim, Won-Woo;Lee, Jang-Hwa;Moon, Jae-Heum
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.21 no.4
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    • pp.116-123
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    • 2017
  • This study has been investigated the applicability of auxetic mesh for the reinforcement of structural members. Typical materials including concrete behaves with positive poisson's ratio when external force is applied. In this study, it has been theoretically verified that metallic auxetic mesh restrains as such mechanical behaviors of concrete resulting in the stiffness increase. Also, regarding the applicability to construction field, a type of auxetic mesh has been suggested and the mechanical characteristics were numerically analyzed.