• Title/Summary/Keyword: $Theta^*$

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Maximally repeated sub-patterns of a point set (점집합의 최대 반복 패턴)

  • Cortier Veronique;Goaoc Xavier;Lee Mira;Na Hyeon-Suk
    • Proceedings of the Korean Information Science Society Conference
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    • 2005.11a
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    • pp.961-963
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    • 2005
  • We answer a question raised by P. Brass on the number of maximally repeated sub-patterns in a set of n points in $\mathbb{R}^{d}$. We show that is number, which was conjectured to be polynomial, is in fact $\Theta(2^{\frac{n}{2}})$ in the worst case, regardless of the dimension d.

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EMPLOYING GENERALIZED (𝜓, 𝜃, 𝜑)-CONTRACTION ON PARTIALLY ORDERED FUZZY METRIC SPACES WITH APPLICATIONS

  • Handa, Amrish
    • The Pure and Applied Mathematics
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    • v.27 no.4
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    • pp.207-229
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    • 2020
  • We establish fixed point and multidimensional fixed point results satisfying generalized (𝜓, 𝜃, 𝜑)-contraction on partially ordered non-Archimedean fuzzy metric spaces. By using this result we obtain the solution for periodic boundary value problems and give an example to show the degree of validity of our hypothesis. Our results generalize, extend and modify several well-known results in the literature.

INT-SOFT SEMIGROUPS WITH TWO THRESHOLDS

  • Kong, In Suk
    • Honam Mathematical Journal
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    • v.38 no.1
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    • pp.95-125
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    • 2016
  • In this paper, we study more general version of the paper [J. H. Lee, I. S. Kong, H. S. Kim and J. U. Jung, Generalized int-soft subsemigroups, Ann. Fuzzy Math. Inform. 8(6) (2014) 869-887]. We introduce the notion of int-soft semigroup with two thresholds ${\varepsilon}$ and ${\delta}$ (briefly, (${\varepsilon}$, ${\delta}$)-int-soft semigroup) of a semigroup S, and investigate several related properties.

Test of the Hypothesis based on Nonlinear Regression Quantiles Estimators

  • Choi, Seung-Hoe
    • Journal of the Korean Data and Information Science Society
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    • v.14 no.2
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    • pp.153-165
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    • 2003
  • This paper considers the likelihood ratio test statistic based on nonlinear regression quantiles estimators in order to test of hypothesis about the regression parameter $\theta_o$ and derives asymptotic distribution of proposed test statistic under the null hypothesis and a sequence of local alternative hypothesis. The paper also investigates asymptotic relative efficiency of the proposed test to the test based on the least squares estimators or the least absolute deviation estimators and gives some examples to illustrate the application of the main result.

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Dative as Semantic Structural Case

  • Jun, Jong-Sup
    • Language and Information
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    • v.7 no.1
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    • pp.69-86
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    • 2003
  • Contrary to the popular view that dative is idiosyncratic to verbs or particular theta roles, the distribution of dative is predictable from the distribution of other cases like nominative, accusative, instrumental, etc. That is, dative behaves like an unmarked or elsewhere choice for Non-Actor/Non-Patient (=NANP) roles. This paper develops a theory of semantic structural case under the framework of conceptual semantics (Jackendoff 1983, 1990, 1997, 2002). In my proposed analysis, dative is structurally mapped onto NANP entities in the conceptual structure. Important consequences about other peripheral roles are discussed in section 5.

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Properties of fuzzy (r, s)-semi-irresolute Mappings in Intuitionistic Fuzzy Topological Spaces

  • Lee, Seok-Jong;Kim, Jin-Tae
    • International Journal of Fuzzy Logic and Intelligent Systems
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    • v.11 no.3
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    • pp.190-196
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    • 2011
  • In this paper, we introduce the concept of fuzzy (r, s)-semi-irresolute mappings on intuitionistic fuzzy topological spaces in Sostak's sense, which is a generalization of the concept of fuzzy semi-irresolute mappings introduced by S. Malakar. The characterizations for the fuzzy (r, s)-semi-irresolute mappings are obtained by terms of semi-interior, semi-${\theta}$-interior, semi-clopen, and regular semi-open.

LIPSCHITZ STABILITY CRITERIA FOR A GENERALIZED DELAYED KOLMOGOROV MODEL

  • El-Sheikh, M.M.A.
    • Journal of applied mathematics & informatics
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    • v.10 no.1_2
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    • pp.75-81
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    • 2002
  • Lipschitz stability and Lipschitz ø$_{o}$ - equistability of the functional differential equation x'= B(x)f(t, x, $x_{t}$), $x_{to}$ =$\theta$$_{o}$ are discussed. Sufficient conditions are given using the comparison with the corresponding scalar equation.ion.n.

Buckling Analysis of Symmetrically Laminated Composite Plates (대칭복합적층평판의 좌굴해석)

  • 원종진
    • Proceedings of the Korean Society of Machine Tool Engineers Conference
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    • 1997.10a
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    • pp.260-264
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    • 1997
  • The experimental and numerical results of buckling loads for symmetrically laminated composite plates are compared. Boundary conditions are all fixed supports. Experiments were conducted for plates with fiber angles $\theta$=30$^{\circ}$, 45$^{\circ}$, 60$^{\circ}$ and aspect ratios a/b=0.8. Experimental results were obtained from load-deflection curves. Numerical methods were presented to evaluate buckling loads, using structural analysis results from ANSYS.

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A Study on the Bayes Estimator of θ=Pr(Y < X)

  • Yeum, Joon Keun;Kim, Jae Joo
    • Journal of Korean Society for Quality Management
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    • v.13 no.2
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    • pp.8-12
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    • 1985
  • We study the Bayes estimation procedure of ${\theta}=P_r$=(Y < X) when the experiment is terminated before all of the items on the test have failed and the failed items are partially replaced. Comparisons with the M.L.E., M.V.U.E. and Bayes estimator are made through Monte Carlo simulation.

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The Examination of Application in Curved Bridge used IPC Girder (곡선교에서의 IPC 거더교 적용성 검토)

  • 한만엽;곽창현
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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    • pp.847-852
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    • 2001
  • This study is to applicate IPC girder at curved bridge. This study introduces the variable(radius, $d_{ci}$, $d_{co}$, etc..) used in design IPC curved bridge. And this presents the possible radius in simple bridge and continuous bridge. For example, simple bridge that have span length is 30m, minimum possible radius is 300m. In continuous bridge, girders are arranged by sloped in $\theta$. So in this case, the bridge is under consideration that horizontality pressure in bridge pier.

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