• 제목/요약/키워드: Evaluation Equation

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CURRENT STATUS AND IMPORTANT ISSUES ON SEISMIC HAZARD EVALUATION METHODOLOGY IN JAPAN

  • Ebisawa, Katsumi
    • Nuclear Engineering and Technology
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    • 제41권10호
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    • pp.1223-1234
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    • 2009
  • The outlines of seismic PSA implementation standards and seismic hazard evaluation procedure were shown. An overview of the cause investigation of seismic motion amplification on the Niigata-ken Chuetsu-oki (NCO) earthquake was also shown. Then, the contents for improving the seismic hazard evaluation methodology based on the lessons learned from the NCO earthquake were described. (1) It is very important to recognize the effectiveness of a fault model on the detail seismic hazard evaluation for the near seismic source through the cause investigation of the NCO earthquake. (2) In order to perform and proceed with a seismic hazard evaluation, the Japan Nuclear Energy Safety Organization has proposed the framework of the open deliberation rule regarding the treatment of uncertainty which was made so as to be able to utilize a logic tree. (3) The b-value evaluation on the "Stress concentrating zone," which is a high seismic activity around the NCO hypocenter area, should be modified based on the Gutenberg-Richter equation.

환경요인에 의한 잣나무의 지위지수 추정식 개발과 적지 판정 (Development of a Site Index Equation for Pinus koraiensis Based on Environmental Factors and Estimation of Productive Areas for Reforestation)

  • 신만용;정일빈;구교상;원형규
    • 한국농림기상학회지
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    • 제8권2호
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    • pp.97-106
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    • 2006
  • Site index is an essential tool to estimate forest productivity. Generally, a site index equation is developed and used from the relationship between stand age and dominant tree heights. However, there is a limit to the use of the site index equation in the application of variable ages, environmental influence, and estimation of site index for the unstocked forest. Therefore, it has been attempted to develop a new site index equation based on various environmental factors including site, climate, and topographical variables. This study was conducted to develop a site index equation based on the relationship between site index and environmental factors for the species of Pinus koraiensis in Yangpyung-Gun, Gyunggi Province. The influence of climatic factors (temperature and solar irradiation ratio), topographical factors (elevation, slope, ratio of slope to valley and aspect) and soil profiles (soil depth by layer and soil consistency) on site index were evaluated by multiple regression analysis. Five environmental factors were selected in the final site index equation for Pinus koraiensis. The site index equation developed in this study was also verified by three evaluation statistics: model's estimation bias, model's precision, and mean square error of measurement. Based on the site index equation, the number of productive areas for Pinus koraiensis were estimated by applying GIS technique to digitized forest maps. In addition, the distribution of productive areas was compared with the areas of current distribution of Pinus koraiensis. It is expected that the results obtained in this study could provide valuable information about the amount and distribution of productive areas for Pinus koraiensis reforestation.

공공관리제도의 평가지표에 대한 사업참여자의 만족도 및 사업참여의사에 관한 연구 (Research for Relations between Satisfaction of Participants and Intension of Participation in terms of Evaluation Indicators of Public Management System)

  • 이정재;김구회;이주형
    • 한국콘텐츠학회논문지
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    • 제16권5호
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    • pp.269-281
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    • 2016
  • 본 연구는 공공관리제도의 도입에 통해 도시정비사업의 효율적인 운영이 이루어 질 수 있도록 시사점을 제언하는데 목적이 있다. 특히, 공공관리제도의 평가를 위해 이론 및 선행연구 고찰을 통해 평가요인을 구축하고, 전문가 설문(FGI) 및 BSC 성과평가 도구를 바탕으로 크게 사업계획 및 수단의 선정, 참여조직의 운영, 참여촉진 및 유도, 사후관리 및 지속성, 사업의 경제성으로 평가분야를 도출하였다. 이렇게 도출된 평가분야 및 요인을 바탕으로 공공관리제도가 실행되고 있는 도시정비 사업지를 대상으로 설문을 실시하여 평가요인에 대한 개별만족도와 사업 전반에 대한 종합만족을 통해 사업의 지속적 참여의사를 측정하였다. 측정된 지표를 바탕으로 PLS구조분석을 실시한 결과 다음과 같은 결과를 도출하였다. 분석결과, 공공관리제도에 대한 평가요인 중 사업계획 및 수단의 선정, 사후관리 및 지속성 그리고 사업의 경제성이 종합만족도에 유의한 영향을 미치는 것으로 나타났으며 경로계수 값에 따라 사후관리 및 지속성, 사업의 경제성, 사업계획 및 수단의 선정 순으로 영향이 높은 것으로 도출되었다.

니코틴 패취제로부터 니코틴의 피부투과를 반영하는 방출시험법의 설정 (Establishment of a Release Test Reflecting in vitro Skin Permeation of Nicotine from Commercial Patches)

  • 이수정;김재근;윤미옥;김호정;심창구;제금련
    • Journal of Pharmaceutical Investigation
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    • 제30권1호
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    • pp.27-32
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    • 2000
  • Various release test methods have been applied for the evaluation of nicotine release in vitro from commercial patches. However, whether and how the release data reflect the permeation of nicotine across the skin, is not fully elucidated. To predict in vivo bioavailability from in vitro release tests, correlation between in vitro release and in vitro skin permeation was assessed in the present study. Release of nicotine from three commercial patches was measured for 24 hours under nine experimental conditions which were classified depending on the apparatus (i.e., paddle over disk, cylinder and reciprocating holder) and dissolution media (i.e., phosphate buffer pH 7.4, water and the 1 % phosphoric acid pH 1.5). In vitro permeation of nicotine from the patches across the human cadaver skin was also measured using a diffusion cell. The release of nicotine was better explained by the Higuchi's equation rather than by the first order rate equation. Correlation between the release rate and the in vitro skin permeation differed among the patches. However, in general, the cylinder method, in which water is used as a dissolution medium, showed the highest correlation among the nine release test conditions.

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각종 매설관의 동적거동에 대한 곡선적합식의 개발 (Development of Curve Fitted Equations for Dynamic Behavior of Various Buried Pipelines)

  • 김성반;정진호;정두회;이광열
    • 한국지진공학회논문집
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    • 제10권4호
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    • pp.25-33
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    • 2006
  • 지진해일 위험재해도의 작성과 재해경감대책 수립을 위해서는 연안역의 상세한 수심 및 지형을 이용한 시뮬레이션이 요구되고 있다. 본 연구에서는 Beowulf 병렬계산을 통해 동해 전 영역에서 정밀산정이 가능한 병렬유한요소모형을 이용하여 1993년 7월 12일 동해안에 내습한 지진해일에 대한 시뮬레이션을 수행하고, 그 계산 결과와 관측치와의 비교결과를 제시한다. 또한, 해안에서의 지진 해일고의 통계적 분포에 대해 논하며, 해안에서의 지진해일고의 파고분포가 전반적으로 대수정규분포를 따르는 경향을 제시하였다.

각종 매설관의 내진성능평가를 위한 곡선적합식의 개발 (Development of Curve Fitted Equations for Seismic Performance Evaluation of Various Buried Pipelines)

  • 정진호;박병호;김성반
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.1326-1333
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    • 2006
  • Purpose of this research is a development for the curve fitted equations that can improve practical calculation and work application when seismic performance has been evaluated and this work has been made a study of the dynamic response under various boundary conditions of buried pipelines to compare the dynamic behavior of concrete pipe and steel pipe, FRP pipe. This research have been developed curve fitted equations that can be improving efficiency and practicality. Using a nonlinear least square method, and after testing several different exponential equations, Proposed the curve fitted equations to give the best result and constant value by the propagation velocities. With these results, dynamic response analysis and seismic performance evaluation have been achieved on concrete pipe, steel pipe and FRP pipe that have a various boundary conditions. Degree of a polynomial expression and coefficient value by propagation velocity have been calculated when using the curve fitting equations.

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An evaluation equation of load capacities for CFT square column-to-beam connections with combined diaphragm

  • Choi, Sung-Mo;Jung, Do-Sub;Kim, Dae-Joong;Kim, Jin-Ho
    • Steel and Composite Structures
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    • 제7권4호
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    • pp.303-320
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    • 2007
  • The objective of this study is to clarify the structural features of members consisting of connection, as a series of the previous study on the CFT column-to-beam tensile connection with combined cross diaphragm. This connection has the merits that the stress is distributed evenly on the beam flange and the diaphragm and the stress concentration is reduced, by improving the stress transfer route and restraining abrupt deformation of diaphragm. The finite element analysis was performed to find out the stress transfer through sleeve which is an important member of the connection with combined cross diaphragm. The length and thickness of sleeve were used as variables for the analysis. As the analysis results, the length and thickness of sleeve didn't influence on the capacity of the connection and played a role of a medium to transfer the stress from the diaphragm to the filled concrete. It is proposed that the appropriate length of sleeve be the same value as the diameter of sleeve and the appropriate ratio of sleeve diameter to sleeve thickness be 20. Two equations for evaluation of the load-carrying capacity of the connection were also proposed through the modification of the evaluation equation suggested in the previous study.

ICE GROSS HEAT RELEASE STRONGLY INFLUENCED BY SPECIFIC HEAT RATIO VALVES

  • Lanzafame, R.;Messina, M.
    • International Journal of Automotive Technology
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    • 제4권3호
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    • pp.125-133
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    • 2003
  • Several models for the evaluation of Gross Heat Release from the internel combustion engine (ICE) are often used in literature. One of these is the First Law - Single Zone Model (FL-SZM), derived from the First Law of Thermodynamic. This model present a twice advantage: first it describes with accuracy the physic of the phenomenon (charge heat release during the combustion stroke and heat exchange between gas and cylinder wall); second it hat a great simplicity in the mathematical formulation. The evaluation of Heat Release with the FL-SZM is based on pressure experimental measurements inside the cylinder, and ell the assumption of several parameters as the specific heat ratio, wall temperature, polytropic exponent for the motored cycle evaluation, and many others. In this paper the influence of gases thermodynamic properties on Cross Heat Release has been esteemed. In particular the influence of an appropriate equation for k=k(T) (specific heat ratio vs. temperature) which describes the variations of gases thermodynamic properties with the mean temperature inside the cylinder has been evaluated. This equation has been calculated by new V order Logarithmic Polynomials (VoLP), fitting experimental gases properties through the least square methods.