• Title/Summary/Keyword: Stochastic Confidence Test

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Stochastic Confidence Test on Indoor Moving Object's Tracks (옥내 이동 물체 궤적의 통계적 검정)

  • Yim, Jae-Geol;Shim, Kyu-Bark;Jeong, Seung-Hwan
    • Journal of Korea Multimedia Society
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    • v.12 no.1
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    • pp.97-106
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    • 2009
  • WLAN(wireless local area network)-based positioning is the most attractive because it does not require any special equipments dedicated for positioning even though it is less accurate than the other strategies. Applying our WLAN-based decision tree method for indoor positioning, we obtained pedestrian's tracks, and performed stochastic confidence tests on the tracks in order to validate them.

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Contingency Estimation Method based on Stochastic Earned Value Management System (추계적 EVMS 기반 예비비 산정 방법론)

  • Gwak, Han-Seong;Choi, Byung-Youn;Yi, Chang-Yong;Lee, Dong-Eun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.05a
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    • pp.72-73
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    • 2018
  • The accuracy of contingency estimation plays an important role for dealing with the uncertainty of the financial success of construction project. Its' estimation may be used for various purposes such as schedule control, emergency resolve, and quality expense, etc. This paper presents a contingency estimation method which is schedule control specific. The method 1) implements stochastic EVMS, 2) detects a specific timing for schedule compression, 3) identifies an optimal strategy for shortening planned schedule, 4) finds a probability density function (PDF) of project cost overrun, and 5) estimates the optimal contingency cost based on the level of confidence. The method facilitates expeditious decisions involved in project budgeting. The validity of the method is confirmed by performing test case.

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A Design of Intelligent and Evolving Receiver Based on Stochastic Morphological Sampling Theorem (Stochastic Morphological Sampling Theorem을 이용한 지능형 진화형 수신기 구현)

  • 박재현;이경록송문호김운경
    • Proceedings of the IEEK Conference
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    • 1998.06a
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    • pp.46-49
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    • 1998
  • In this paper, we introduce the notion of intelligent communication by introducing a novel intelligent receiver model. This receiver is continually evolving and learns and improves in performance as it compiles its experience over time. In digital communication context, in a typical training mode, it jearns the concept of "1" as is deteriorated by arbitrary (not necessarily additive as is typically assumed) disturbance and /or modulation. After learning "1", in test mode, it classifies the received signal "1" and "0" almost completely. The intelligent receiver as implemented is grounded on the recently introduced Stochastic Morphological Sampling Theorem(SMST), a distribution-free result which gives theoretical bounds on the sample complexity(training size) needed for the required performance parameters such as accuracy($\varepsilon$) and confidence($\delta$). Based on this theorem, we demonstrate --almost irrespective of channel and modulation model-- the number of samples needed to learn the concept of "1" is not too "large" and the resulting universal receiver structure, that corresponding to classical Nearest Neighbor rule in Pattern Recognition Theory, is trivial. We check the surprising efficiency and validity of this model through some simple simulations. and validity of this model through some simple simulations.

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A Study on Correlation between Compressive Strength and Rebound Hardness of Urban Underground Structures (도시철도 지하구조물 압축강도와 반발경도의 상관관계에 관한 연구)

  • Choi, Jung-Youl;Lee, Soo-Jae;Chung, Jee-Seung
    • The Journal of the Convergence on Culture Technology
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    • v.6 no.4
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    • pp.655-661
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    • 2020
  • In this study, the correlation between concrete core compressive strength and rebound hardness of urban railway underground structures was analyzed. The equations for the range of rebound hardness were derived and compared with the measured concrete core strengths for each range of rebound hardness to confirm the adequacy of the estimated compressive strength. As the result, the linear regression analysis results of the average compressive strength by the Gaussian probability density function (representative compressive strength estimation formula) and the estimation formula by the rebound hardness range were founded to match well within 3% of the experimental concrete core compressive strength test results. Therefore, the stochastic statistical analysis using the rebound hardness measurement results suggested in this study could be help to secure the confidence level of the correlation between the rebound hardness and the concrete compressive strength which are relatively large deviation according to the estimation equations.