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Simple Estimate of the Relative Risk under the Proportional Hazards Model

  • Lee, Sung-Won;Kim, Ju-Sung;Park, Jung-Sub
    • Journal of the Korean Data and Information Science Society
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    • v.15 no.2
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    • pp.347-353
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    • 2004
  • We propose a simple nonparametric estimator of relative risk in the two sample case of the proportional hazards model for complete data. The asymptotic distribution of this estimator is derived using a functional equation. We obtain the asymptotic normality of the proposed estimator and compare with Begun's estimator by confidence interval through simulations.

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Model Reference Adaptive Control for Linear System with Improved Convergence Rate -SIGNAL SYNTHESIS METHOD- (선형시스템을 위한 개선된수렴속도를 갖는 기준모델 적응제어기- SYNTHESIS METHOD)

  • Lim, Kye-Young
    • The Transactions of the Korean Institute of Electrical Engineers
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    • v.37 no.10
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    • pp.733-739
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    • 1988
  • Adaptive controllers for linear system whose nominal values of coefficients only are known, that is corrupted by disturbance, are designed by signal synthesis model reference adaptive control (MRAC). This design is stemmed from the Lyapunov direct method. To reduce the model following error and to improve the conrergence rate of the design, an indirect suboptimal control law is de rived using the Hamilton Jacobi Beellman equation. Proper compensaton for the effects of time varying coefficients and plant disturbance are suggested. In the design procedure no complete identification of unknown coefficients are required.

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A Modified Hopfield Network and It's application to the Layer Assignment (Hopfield 신경 회로망의 개선과 Layer Assignment 문제에의 응용)

  • 김규현;황희영;이종호
    • The Transactions of the Korean Institute of Electrical Engineers
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    • v.40 no.2
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    • pp.234-237
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    • 1991
  • A new neural network model, based on the Hopfield crossbar associative network, is presented and shown to be an effective tool for the NP-Complete problems. This model is applied to a class of layer assignment problems for VLSI routing. The results indicate that this modified Hopfield model, improves stability and accuracy.

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Applying Theory of Constraint on Logistic Management in Large Scale Construction Sites - A Case Study of Steel Bar in TFT-LCD Factory Build-Up

  • Huang, Chih-Yao;Chen, Ching-Piao;Li, Rong-Kwei;Tsai, Chih-Hung
    • International Journal of Quality Innovation
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    • v.9 no.1
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    • pp.68-93
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    • 2008
  • The steel bars account for a high percentage of material costs for the current construction projects. At the present time, most of the construction projects for the factories of thin-film transistor liquid crystal display (TFT-LCD) complete the transactions of steel bars when the suppliers ship the steel bars to the temporary storage/processing sites. This paper applies the buy-in concept in the Theory of Constraint (TOC) on the supply chain of steel bars. In this study, suppliers are required to establish warehouses at the construction sites and complete the transactions when the formed and processed steel bars are shipped into the factory sites. The aim is to find a win-win solution to meet with the expectations from constructors as they hope that there is no need to build up inventories but supply is ready at any time. Also, this paper compares and analyzes the traditional supply/inventory model of steel bars and the Demand-Pull (D-P) model under the TOC framework. It is proved that Vendor Management Inventory (VMI) in the D-P model is able to more effectively manage steel bars as a material.

Development of a Clustering Model for Automatic Knowledge Classification (지식 분류의 자동화를 위한 클러스터링 모형 연구)

  • 정영미;이재윤
    • Journal of the Korean Society for information Management
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    • v.18 no.2
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    • pp.203-230
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    • 2001
  • The purpose of this study is to develop a document clustering model for automatic classification of knowledge. Two test collections of newspaper article texts and journal article abstracts are built for the clustering experiment. Various feature reduction criteria as well as term weighting methods are applied to the term sets of the test collections, and cosine and Jaccard coefficients are used as similarity measures. The performances of complete linkage and K-means clustering algorithms are compared using different feature selection methods and various term weights. It was found that complete linkage clustering outperforms K-means algorithm and feature reduction up to almost 10% of the total feature sets does not lower the performance of document clustering to any significant extent.

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Load-carrying capacities and failure modes of scaffold-shoring systems, Part I: Modeling and experiments

  • Huang, Y.L.;Chen, H.J.;Rosowsky, D.V.;Kao, Y.G.
    • Structural Engineering and Mechanics
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    • v.10 no.1
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    • pp.53-66
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    • 2000
  • This paper proposes a simple numerical model for use in a finite analysis (FEA) of scaffold-shoring systems. The structural model consists of a single set of multiple-story scaffolds with constraints in the out-of-plane direction at every connection joint between stories. Although this model has only two dimensions (termed the 2-D model), it is derived from the analysis of a complete scaffold-shoring system and represents the structural behavior of a complete three-dimensional system. Experimental testing of scaffolds up to three stories in height conducted in the laboratory, along with an outdoor test of a five-story scaffold system, were used to validate the 2-D model. Both failure modes and critical loads were compared. In the comparison of failure modes, the computational results agree very well with the test results. However, in the comparison of critical loads, computational results were consistently somewhat greater than test results. The decreasing trends of critical loads with number of stories in both the test and simulation results were similar. After investigations to explain the differences between the computationally and experimentally determined critical loads, it was recommended that the 2-D model be used as the numerical model in subsequent analysis. In addition, the computational critical loads were calibrated and revised in accordance with the experimental critical loads, and the revised critical loads were then used as load-carrying capacities for scaffold-shoring systems for any number of stories. Finally, a simple procedure is suggested for determining load-carrying capacities of scaffold-shoring systems of heights other than those considered in this study.

A New Modeling Methodology of TFBAR (박막공진기에 대한 새로운 모델링 기법)

  • Kim, Jong-Soo;Gu, Myeong-Gweon;Yook, Jong-Gwan
    • Proceedings of the Korea Electromagnetic Engineering Society Conference
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    • 2003.11a
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    • pp.173-177
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    • 2003
  • In this paper, a new modeling methodology of thin film bulk acoustic resonate. (TFBAR) is presented. The new model is started from the Mason model that is a good model to explain the physical characteristics of TFBAR. After simplifying the modified Mason model added dielectric loss term to conventional Mason model, the improved Modified Butterworth-Van Dyke (MBVD) model similar to conventional MBVD model is complete. The proposed model has three optimization variables those are half of the MBVD model. As a result, the curve fittings for the measured data are faster and smarter than any other model.

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Resistivity Analysis of Model Block for Grounding Electrodes (접지전극을 고려한 모형블록의 저항률 분석)

  • Koh, Hee-Seog;Kim, Sung-Sam;Choi, Jong-Kyu
    • Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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    • 2007.05a
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    • pp.437-439
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    • 2007
  • This paper was analyzed the resistivity change characteristic of mortar model block and concrete that was made earth electrode that's used concrete or basic concrete of building for 1 year. The early resistivity measurement value of concrete model block is higher than mortar model block. But after 1 year the resistivity measurement value of mortar model block is significantly higher than concrete model block. Because depends on time elapsed complete dryness factor of mortar model block that has not gravel is higher than concrete model block. And absorptance and function of mortar mode block was by far outstanding than concrete model block in the data for verification of the amount of contained water and the amount of dryness of mortar model block and concrete model block.

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Analysis of the embrasure dimensions between maxillary central incisors in relation to the topography of the interdental papilla

  • Kim, Sun-A;Choi, Seung-Suk;Byun, Soo-Jung;Chang, Moon-Taek
    • Journal of Periodontal and Implant Science
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    • v.41 no.6
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    • pp.273-278
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    • 2011
  • Purpose: To analyze the dimensions of the embrasure space between the maxillary central incisors as potential factors influencing interdental papilla fill and height. Methods: The embrasure dimensions between the maxillary central incisors of 100 subjects (40 females/60 males) were assessed with clinical, study model, and radiographic examinations. Variables of the complete and deficient papilla fill groups were compared. Multiple regression analyses were performed to investigate potential influence of the distance between the contact point and bone crest (CP_BC), horizontal interdental distance (HID), and facio-lingual thickness (FLT) at the papilla base on complete/deficient papilla fill and papilla height (PH). Results: CP_BC was the only variable that showed a significant difference between the complete and deficient papilla groups (P<0.05). When the CP_BC was less than 5 mm, the embrasure spaces between the maxillary central incisors were completely filled with interdental papilla. Multiple regression analyses revealed that a significant predictor for complete/deficient papilla fill was CP_BC, and significant predictors for PH were CP_BC and HID (P<0.05). Conclusions: The chances of complete papilla fill increased as CP_BC decreased, while PH increased as CP_BC and HID increased. However, the FLT of the papilla base did not appear to affect papilla fill or PH. From an esthetic perspective, CP_BC as well as HID should be considered as factors influencing the topography of interdental papilla.

Three-dimensional accuracy evaluation of post-curing of artificial teeth, denture bases, and denture base monoblocks manufactured by digital light processing (광중합형 프린터로 제작한 인공치아, 의치상, 모노블럭 총의치의 후경화에 따른 3차원 정확성 평가)

  • Dong-Yeon Kim;Cheon-seung Yang;Gwang-Young Lee
    • Journal of Technologic Dentistry
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    • v.46 no.3
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    • pp.84-92
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    • 2024
  • Purpose: To evaluate the effect of post-curing on the three-dimensional (3D) accuracy of artificial teeth, denture bases, and denture base monoblock manufactured using digital light processing (DLP) technology. Methods: Using an edentulous model, a 3D design was made for complete dentures. Three groups were printed by DLP: artificial teeth, denture bases, and denture base monoblock. The models were scanned, subjected to post-curing, and scanned again. Three-dimensional analysis was performed based on the post-treatment differences among the three groups. Statistical analysis was performed using SPSS Statistics ver. 22.0 (IBM), and the Mann-Whitney U-test and Kruskal-Wallis test were employed as nonparametric tests. Results: The complete denture monoblock (CM) and complete denture artificial teeth (CA) groups showed the lowest and highest errors at 15.13 and 23.37 ㎛, respectively. The groups did not show significant differences (p>0.05). In the significance test among the three groups, no significance was found in the CA group; however, significant differences were found between the complete denture base (CB) and CM groups. In addition, the three groups showed significant differences (p<0.05). Conclusion: Although deformation may occur during the post-curing process, it is within the clinically acceptable range. Future comparative studies using different 3D printers and searching for ways to minimize errors through optimization of the post-curing process are warranted.