• Title/Summary/Keyword: limit analysis method

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A Probabilistic Analysis for Periodicity of Real-time Tasks

  • Delgado, Raimarius;Choi, Byoung Wook
    • International Journal of Internet, Broadcasting and Communication
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    • 제13권1호
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    • pp.134-142
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    • 2021
  • This paper proposes a probabilistic method in analyzing timing measurements to determine the periodicity of real-time tasks. The proposed method fills a gap in existing techniques, which either concentrate on the estimation of worst-case execution times, or do not consider the stochastic behavior of the real-time scheduler. Our method is based on the Z-test statistical analysis which calculates the probability of the measured period to fall within a user-defined standard deviation limit. The distribution of the measured period should satisfy two conditions: its center (statistical mean) should be equal to the scheduled period of the real-time task, and that it should be symmetrical with most of the samples focused on the center. To ensure that these requirements are met, a data adjustment process, which omits any outliers in the expense of accuracy, is presented. Then, the Z-score of the distribution according to the user-defined deviation limit provides a probability which determines the periodicity of the real-time task. Experiments are conducted to analyze the timing measurements of real-time tasks based on real-time Linux extensions of Xenomai and RT-Preempt. The results indicate that the proposed method is able to provide easier interpretation of the periodicity of real-time tasks which are valuable especially in comparing the performance of various real-time systems.

A study of neutron activation analysis compared to inductively coupled plasma atomic emission spectrometry for geological samples in Iran

  • Mohammadzadeh, Mohammad;Ajami, Mona;shadeghipanah, Arash;Rezvanifard, Mehdi
    • Nuclear Engineering and Technology
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    • 제50권8호
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    • pp.1349-1354
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    • 2018
  • Inductively Coupled Plasma Atomic Emission Spectroscopy (ICP-AES) is widely used for the determination of trace elements in geological samples in Iran. In this paper, we have calculated the detection limits of neutron activation analysis (NAA) for some of the common elements in such samples utilizing the ORIGEN and MCNP codes and verified the simulations using the experimental results of three soil standard reference materials, namely, G02.SRM, G18.SRM, and G28.SRM. The results show that while the detection limit of ICP-AES method is usually in the mg/kg range, it is represented to the ${\mu}g/kg$ range for most of the elements of interest using the NAA method, and the simulations can be verified in a tolerance range of 20%.

신뢰도기반 하중계수 캘리브레이션을 통한 교량 평가 활하중계수 분석 (Analysis of Live Load Factor for Bridge Evaluation Through Reliability Based Load Factor Calibration)

  • 유민선;김경현;백인열
    • 한국구조물진단유지관리공학회 논문집
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    • 제26권6호
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    • pp.212-221
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    • 2022
  • 이 연구에서는 국내 도로교량 평가에서도 설계와 일관성이 있도록 한계상태설계법에 상응하는 평가방법을 마련하고, 선진국과 같이 평가에서 목표신뢰도지수를 감소시키는 경우 신뢰도분석을 통하여 보정하여 평가 활하중계수를 제안한다. 국내 대표 교량형식을 대상으로 수집한 실교량 자료를 활용하여 각 설계기준 별 설계활하중에 대한 하중효과를 산정하여 비교한다. 현행 설계법에 의해 산정된 하중효과를 바탕으로 최소요구강도를 산정하여 이에 대한 신뢰도분석을 통해 활하중계수 보정을 수행한다. 설계수준에 비하여 낮춰진 평가수준의 활하중계수를 교량 안전성평가를 수행하고, 이전 설계법의 안전성평가 결과와 비교하여 평가결과가 증가함을 확인하였다.

뉴스벤더 모델을 이용한 최적 대출금 한도 관리에 관한 연구 (A Study on the Optimal Loan Limit Management Using the Newsvendor Model)

  • 신정훈;황승준
    • 산업경영시스템학회지
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    • 제38권3호
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    • pp.39-48
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    • 2015
  • In this study, granting the optimal loan limit on SME (Small and Medium Enterprise) loans of financial institutions was proposed using the traditional newsvendor model. This study was the first domestic case study that applied the newsvendor model that was mainly used to calculate the optimum order quantity under some uncertain demands to the calculation of the loan limit (debt ceiling) of institutions. The method presented in this study made it possible to calculate the loan limit (debt ceiling) to maximize the revenue of a financial institution using probability functions, applied the newsvendor model setting the order volume of merchandise goods as the loan product order volume of the financial institution, and proposed, through the analysis of empirical data, the availability of additional loan to the borrower and the reduction of the debt ceiling and a management method for the recovery of the borrower who could not generate profit. In addition, the profit based loan money management model presented in this study also demonstrated that it also contributed to some extent to the prediction of the bankruptcy of the borrowing SME (Small and Medium Enterprise), as well as the calculation of the loan limit based on profit, by deriving the result values that the borrowing SME (Small and Medium Enterprise) actually went through bankruptcy at later times once the model had generated a signal of loan recovery for them during the validation of empirical data. accordingly, The method presented in this study suggested a methodology to generated a signal of loan recovery to reduce the losses by the bankruptcy.

Soil Nail에 의하여 보강된 급경사면의 해석 및 설계 (Analysis and Design of Steep Slope Reinforced by Soil Nail)

  • 이승래;김주용
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1993년도 가을 학술발표회 논문집
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    • pp.63-68
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    • 1993
  • Soil nailing is a method of reinforcing natural deposits of soil with passive inclusions, called nails, of steel or other materials. Its purpose is mainly to increase the tensile and shear strength of the soil mass. This method has been widely used during the last two decades to stabilize steep slopes in several countries (France, Germany, USA, Japan, etc.). The design methods that have been mostly used are Davis method, German method, and French method which are based on limit equilibrium approaches, and Juran method which utilizes the kinematical limit equilibrium design concept. This paper is focussed on the evaluation of the available design methods(especially, the France, Davis and German design methods) through comparison with each different assumption for the failure surface, the concept of failure mechanism and the definition of safety factor. The parametric study to identify the effects of design parameters on the overall factor of safety has also been conducted. By considering the results along with the associated assumptions which have been postulated in the several methods, the applicability of the method for a given soil and nail conditions has been evaluated.

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뒷굽이 짧은 캔틸레버 옹벽의 안정성에 관한 연구 (A Study on the Stability of Cantilever Retaining Wall with a Short Heel)

  • 유건선
    • 한국지반공학회논문집
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    • 제34권10호
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    • pp.17-28
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    • 2018
  • 캔틸레버 옹벽의 안정성 평가에서 중요한 변수는 옹벽에 작용하는 주동토압과 옹벽과 함께 움직이는 뒷굽 상부의 뒤채움토사의 무게이다. 캔틸레버 옹벽의 뒷굽 길이가 충분히 길면, 뒷굽 끝단에서의 연직면에 Rankine 토압이 작용한다고 가정하여 옹벽의 안정성을 평가해도 이론적으로 문제가 되지 않는다. 그러나 뒷굽이 짧은 캔틸레버 옹벽에 대하여 이와 같은 방법을 적용하는 것은 이론적으로 옳지 않으며, 주동토압을 실제보다 크게 산정하므로써 비경제적인 설계를 초래한다. 본 연구에서는 한계해석방법을 사용하여 캔틸레버 옹벽에 토압이 작용하는 메카니즘을 조사하고 이를 토대로 주동토압의 크기 및 합력의 위치, 뒤채움토사의 무게를 산정하였으며, 산정결과를 기존의 방법과 비교하였다. 뒷굽길이가 짧을 경우, 옹벽에 대한 안정성은 한계해석방법에 비해 기존의 Mohr원 방법은 최대 3.7%, Teng 방법은 최대 32% 크게 산정되었다.

로지스틱모형에서의 주성분회귀 (Principal Components Regression in Logistic Model)

  • 김부용;강명욱
    • 응용통계연구
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    • 제21권4호
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    • pp.571-580
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    • 2008
  • 로지스틱회귀분석은 고객관계관리나 신용위험관리 등의 분야에서 많이 사용되는 기법인데, 이러한 분야에서의 로지스틱회귀모형에는 연관성이 높은 설명변수들이 다수 포함되어 다중공선성의 문제를 유발하는 경우가 있다. 다중공선성이 존재하는 상황에서 최우추정량은 심각한 결함을 갖는다는 사실은 잘 알려졌다. 이 문제를 해결하기 위하여 로지스틱주성분회귀를 연구하되, 분석상의 주요 과정인 주성분 선정을 위한 방법을 새롭게 제안하였다. 추정량의 분산을 최소가 되게 하는 상태지수 값을 측정하고, 이 값에 영향을 미치는 주요 요인들을 컨조인트분석에 의해 파악하여 주성분 선정기준을 결정하는 모형을 구축하였다. 제안된 방법은 다중공선성 문제를 적절히 해결하면서도 모형의 적합성을 향상시킨다는 사실이 모의실험을 통하여 확인되었다.

노치 ( Notch )를 가진 試片의 有限要素法에 의한 彈塑性 極限 荷重解析 (Elacstic-\Plastic Limit Load Analysis of Notched Specimen by the Finite Element Method)

  • 이택순;김동섭;황평
    • 대한기계학회논문집
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    • 제7권4호
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    • pp.379-385
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    • 1983
  • Many papers have shown limit loads of v-notched tension specimens in plane stress by the elastic-plastic finite element method. But they are always higher than the theoretical maximum loads. The present approach tries to find the reasons and formulates correction factor applicable to any notch shape using virtual work principle with triangular elements. The corrected limit loads are in good agreement with theoretical upper bound solutions and they are little influenced by mesh size and specimen length, which make the computing time save.

전단띠 형성에 의한 원형접합판의 변형한계 해석 (Analysis of Forming Limit for Circular Bonded Sheet Metals by Shear Band Formation)

  • 정태훈
    • 한국공작기계학회논문집
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    • 제10권1호
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    • pp.127-132
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    • 2001
  • By the use of a similar numerical method as the forming limit strain by coating method of coated sheet metals is investigated, in which the FEM is applied and J2G(J2-Gotohs Corner Theory) is utilized as the plasticity constitutive equa-tion. Circular bonded sheet metals with dissimilar sheets on both surface planes are stretched in a plane -strain state, with various work-hardening exponent n-values and thicknesses of each layer. Processes of shear-band formation in such com-posite sheets are clearly illustrated. It is concluded that, it the bonded state, the higher limiting strain of one layer is reduced due to the lower limiting strain of the other layer and vice versa, and does not necessarily obey the rule of linear combination of the limiting strain of each layer weighed according thickness.

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결함 성장을 고려한 수치해석적 성형한계도 예측 (A Numerical Prediction of the Forming Limit Diagram Considering Damage Evolution)

  • 김경태;송정한;이근안;이형욱;김세호;이용신
    • 소성∙가공
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    • 제18권8호
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    • pp.596-600
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    • 2009
  • Finite element simulation is an alternative method to practically find the forming limit diagram(FLD). In this paper, the novel fracture criterion is utilized to predict the FLD in conjunction with finite element analysis for sheet forming. The principal scheme of the fracture criterion in this paper is that growth of the micro voids leads up to fracture in the viewpoint of micro-mechanics. The numerical FLD is verified by results of the out-of plane stretching test using hemispherical punch. The verification is also conducted about two types of material. These results are in good accord with the experimental results. Especially, the proposed scheme is appropriate to predict FLDs for a restricted material with low ductility after the instability point or ultimate tensile strength.