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ATHWART IMMERSIONS WITH CODIMENSION p⩾2 INTO EUCLIDEAN SPACE

  • Beltagy, M.A.
    • Kyungpook Mathematical Journal
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    • v.28 no.1
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    • pp.63-69
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    • 1988
  • In this paper we define the athwart immersions with codimension p⩾2 into Euclidean space. Some results supported by geometric examples have been established. A comparison study has been carried out throughout the paper.

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Multi-resolution Image Registration

  • Wisetphanichkij, Sompong;Dejhan, Kobchai;Likitkarnpaiboon, Prayong;Cheevasuvit, Fusak;Sra-Ium, Napat;Vorrawat, Vinai;Pienvijarnpong, Chanchai
    • Proceedings of the KSRS Conference
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    • 2003.11a
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    • pp.263-265
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    • 2003
  • The computation cost of image registration is affected by searching data size and space. This paper proposes an efficient image registration algorithm that uses multi-resolution wavelet decomposed image to reduce the data size search. The algorithm determines the correlation detection at low resolution on low-pass sub bands of wavelet and generate mask for higher resolution as part of a coarse to fine registration algorithm. The correlation matching is defined for coarse resolution similarity measurement, while mutual information (MI) is used at fine resolution. The results show that the new efficient mask-based algorithm improves computational efficiency and yields robust and consistent image registration results.

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Inelastic large deflection analysis of space steel frames consisting of I-shaped cross section

  • ElSabbagh, Ashraf;Hanefa, Ahmed;Zubydan, Ahmed;ElGhandour, Mohamed;Sharaf, Tarek
    • Steel and Composite Structures
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    • v.41 no.6
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    • pp.887-898
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    • 2021
  • This paper presents a simplified model to capture the nonlinear behavior of steel frames depending on the spread of plasticity method. New interaction formulae were derived to evaluate the plastic strength for I-shaped steel sections under uniaxial bending moment and axial compression load. Also, new empirical formulae were derived to evaluate the tangent stiffness modulus of steel I-shaped cross-sections considering the effect of the residual stresses suggested by the specifications in European Convention for Construction Steelworks (ECCS). The secant stiffness which depends on the tangent modulus is used to evaluate the internal forces. Based on stiffness matrix method, a finite element analysis program was developed for the nonlinear analysis of space steel frames using the derived formulae. Comparison between the proposed model results with those given by the fiber model shows very good agreement. Numerical examples were introduced to verify, check the accuracy, and evaluate the efficiency of the proposed model. The analysis results show that the new proposed model is accurate and able to minimize the solution time.

CONSTANT CURVATURE FACTORABLE SURFACES IN 3-DIMENSIONAL ISOTROPIC SPACE

  • Aydin, Muhittin Evren
    • Journal of the Korean Mathematical Society
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    • v.55 no.1
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    • pp.59-71
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    • 2018
  • In the present paper, we study and classify factorable surfaces in a 3-dimensional isotropic space with constant isotropic Gaussian (K) and mean curvature (H). We provide a non-existence result relating to such surfaces satisfying ${\frac{H}{K}}=const$. Several examples are also illustrated.

COMMON FIXED POINT, MULTIMAPS IN FUZZY METRIC SPACE

  • Kubiaczyk, I.;Sharma, Sushil
    • East Asian mathematical journal
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    • v.18 no.2
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    • pp.175-182
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    • 2002
  • The purpose of this paper is to obtain some common fixed point theorems for multivalued mappings in fuzzy metric space. Of course this is a new result on this line.

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A state-space realization form of multi-input multi-output two-dimensional systems

  • Kawakami, Atsushi
    • 제어로봇시스템학회:학술대회논문집
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    • 1992.10b
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    • pp.214-218
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    • 1992
  • In this paper, we propose a method for obtaining state-space realization form of two-dimensional transfer function matrices (2DTFM). It contains free parameters. And, we perform various consideration about it. Moreover, we present the conditions so that the state-space realization form exists.

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