• 제목/요약/키워드: Minimum Eigenvalue

검색결과 53건 처리시간 0.03초

THE FIRST POSITIVE EIGENVALUE OF THE DIRAC OPERATOR ON 3-DIMENSIONAL SASAKIAN MANIFOLDS

  • Kim, Eui Chul
    • 대한수학회보
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    • 제50권2호
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    • pp.431-440
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    • 2013
  • Let ($M^3$, $g$) be a 3-dimensional closed Sasakian spin manifold. Let $S_{min}$ denote the minimum of the scalar curvature of ($M^3$, $g$). Let ${\lambda}^+_1$ > 0 be the first positive eigenvalue of the Dirac operator of ($M^3$, $g$). We proved in [13] that if ${\lambda}^+_1$ belongs to the interval ${\lambda}^+_1{\in}({\frac{1}{2}},\;{\frac{5}{2}})$, then ${\lambda}^+_1$ satisfies ${\lambda}^+_1{\geq}{\frac{S_{min}+6}{8}}$. In this paper, we remove the restriction "if ${\lambda}^+_1$ belongs to the interval ${\lambda}^+_1{\in}({\frac{1}{2}},\;{\frac{5}{2}})$" and prove $${\lambda}^+_1{\geq}\;\{\frac{S_{min}+6}{8}\;for\;-\frac{3}{2}<S_{min}{\leq}30, \\{\frac{1+\sqrt{2S_{min}}+4}{2}}\;for\;S_{min}{\geq}30$$.

하이브리드 타입 진공펌프의 동특성 및 최적화 (Optimization and dynamic characteristics of the hybrid type vacuum pump)

  • 김용휘;이종명;안병현;하정민;최병근
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2014년도 추계학술대회 논문집
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    • pp.306-310
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    • 2014
  • The purpose of this study is the stability evaluation of a vacuum pump through modal test and rotor dynamics. Eigenvalue was solved by the finite-element method(FEM) using 2D and 3D models, then the modal test result was compared with the FEM result. According to the comparison, the analysis result using the 2D was more accurate than the 3D model. Therefore, rotor dynamics was performed by the 2D model. Campbell diagram and root-locus maps, which were calculated by complex-eigenvalue analysis, were used to evaluate the stability of the rotors of the vacuum pump. And displacement solved by unbalance response analysis was compared with the minimum clearance between two rotors of the vacuum pump. Thus, the vacuum pump is assumed operated under steady state through the evaluation of the rotor dynamics.

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A CORDIC-Jacobi Based Spectrum Sensing Algorithm For Cognitive Radio

  • Tan, Xiaobo;Zhang, Hang
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제6권9호
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    • pp.1998-2016
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    • 2012
  • Reliable spectrum sensing algorithm is a fundamental component in cognitive radio. In this paper, a non-cooperative spectrum sensing algorithm which needs only one cognitive radio node named CORDIC (Coordinate Rotation Digital Computer) Jacobi based method is proposed. The algorithm computes the eigenvalues of the sampled covariance of received signal mainly by shift and additional operations, which is suitable for hardware implementation. Based the latest random matrix theory (RMT) about the distribution of the limiting maximum and minimum eigenvalue ratio, the relationship between the probability of false alarm and the decision threshold is derived. Simulations and discussions show the method is effective. Real captured digital television (DTV) signals and Universal Software Radio Peripheral (USRP) are also employed to evaluate the performance of the algorithm, which prove the proposed algorithm can be applied in practical spectrum sensing applications.

수중 음원 위치 추정을 위한 개선된 최소 분산 정합장 처리 기법 (Improved Minimum Variance Matched field Processing Technique for Underwater Acoustic Source Localization)

  • 양인식;김준환;김기만
    • 한국음향학회지
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    • 제19권2호
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    • pp.68-72
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    • 2000
  • 수중 음원을 탐지할 때 사용되는 정합장 처리 기법은 복잡한 수중 환경을 고려하여 수행된다. 특히, 최소 분산 처리기를 적용할 경우 행렬의 고유치 문제로 인해 그 성능이 크게 저하될 수 있다. 본 논문에서는 변환 행렬을 이용하여 최소 분산 정합장 처리기의 성능을 개선하였다. 이 변환 행렬은 입력 신호의 공분산 행렬이 역행렬을 구할 수 있도록 하면서 원하는 음원 신호 성분을 향상시키도록 한다. 제안된 방법은 가상 데이터와 NATO 산하 SACLANT 센터에서 수집된 실측 데이터를 이용하여 그 효율성을 입증하였다.

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수중 음원 위치 추정을 위한 개선된 최소 분산 정합장 처리 기법 (Improved Minimum Variance Matched field Processing Technique for Underwater Acoustic Source Localization)

  • 양인식;김준환;김기만
    • 한국정보통신학회:학술대회논문집
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    • 한국해양정보통신학회 1999년도 추계종합학술대회
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    • pp.169-172
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    • 1999
  • 수중 음원을 탐지할 때 사용되는 정합장 처리 기법은 복잡한 수중 환경을 고려하여 수행된다. 특히, 최소 분산 처리기를 적용할 경우 행렬의 고유치 문제로 인해 그 성능이 크게 저하될 수 있다. 본 논문에서는 변환 행렬을 이용하여 최소 분산 정합장 처리기의 성능을 개선하였다 이 변환 행렬은 입력 신호의 공분산 행렬이 역행렬을 구할 수 있도록 하면서 원하는 음원 신호 성분을 향상시키도록 한다. 제안된 방법은 NATO 산하 SACLANT 센터에서 수집된 실측 데이터를 이용하여 그 효율성을 입증하였다.

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EXPLICIT MINIMUM POLYNOMIAL, EIGENVECTOR AND INVERSE FORMULA OF DOUBLY LESLIE MATRIX

  • WANICHARPICHAT, WIWAT
    • Journal of applied mathematics & informatics
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    • 제33권3_4호
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    • pp.247-260
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    • 2015
  • The special form of Schur complement is extended to have a Schur's formula to obtains the explicit formula of determinant, inverse, and eigenvector formula of the doubly Leslie matrix which is the generalized forms of the Leslie matrix. It is also a generalized form of the doubly companion matrix, and the companion matrix, respectively. The doubly Leslie matrix is a nonderogatory matrix.

L-형 절곡판의 고유진동수 해석 (Natural Frequency of L-type Folded Plate)

  • 이길우;정강
    • 한국정밀공학회지
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    • 제6권3호
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    • pp.100-108
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    • 1989
  • The frequency equation and numerical process of natural frequencies for several boundary conditions of L-type folded plate given to the different thickness and lenth are derived by using Rayleigh-Ritz method in this study. Those natural frequencies are attaind by choosing the proper eigenfunction for boundary conditions of x-direction and y-direfction beams, by considering the convergence of numerical results.

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접합부 강성변화를 고려한 단층 래티스 돔의 좌굴해석 (Buckling Analysis for Single Layer Latticed Domes considering the Change of Joint Rigidity)

  • 이후진;권택진
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2001년도 가을 학술발표회 논문집
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    • pp.337-344
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    • 2001
  • This paper is concerned with the change of joint rigidity in estimating the degree of semi-rigidity of connections and the buckling load in a single layer latticed dome. The estimations are based on information about the ratio for the rotational stiffness of the connection to the flexural stiffness of the member and the minimum eigenvalue of a structure for pinned, semi-rigid and completely rigid cases, respectively. Connection characteristics are reflected in the ratio control of joint rigidity for the DOFs to be related using the spring element by FEM.

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Rigorous coupled-wave analysis of antireflective surface-relief gratings

  • Han, Chang-Wook;Cho, Doo-Jin;Rhee, Bum-Ku
    • Journal of the Optical Society of Korea
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    • 제1권1호
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    • pp.26-35
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    • 1997
  • Rigorous coupled-wave analysis (RCWA) with a simplified eigenvalue problem is used to investigate the an-tireflective property of one-dimensional surface-relief gratings such as binary gratings, triangular gratings and gratings with triangle-like surface profiles. The convergence of RCWA is investigated by varying the number of layers and the number of space-harmonics used in the computation. For unpolarized light normally incident on a medium of refractive index 1.64 from vaccum, a triangle-like grating shows the reflectivity of $1.6 {\times} 10^{-4}$ in contrast to a minimum reflectivity of $3.8 {\times} 10^{-3}$ for a binary grating. We also study the dependence of reflectivity on the wavelength, and on the angle of incidence for a groove shape and depth which result in minimum reflectivity.

보강(補剛) 원통 Shell의 좌굴(挫屈) 및 최적보강(最適補强) (Buckling and Optimum Reinforcement of Axially Stiffened Cylindrical Shells)

  • 장창두;노완
    • 대한조선학회지
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    • 제24권1호
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    • pp.42-50
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    • 1987
  • The energy expressions are formulated for the axially stiffened shell treating the stiffeners as discrete elements. The principle of minimum potential energy is employed to formulate the buckling equations for a simply supported, axially stiffened shell under uniform axial compression. The displacement functions are expended into double trigonometric series. The mode assuming method employed in this paper makes it possible to reduce the matrix size of the eigenvalue problem considerably. Effects are made to investigate the transition from overall buckling to local buckling and to verify the existence of the minimum stiffness ratio of stiffener as in the case of stiffened plate. The results of the calculation show that the critical stiffener size increase linearly as the length of the shell increases. The results also show that the overall buckling load decreases and the local buckling load has a nearly constant value as the length of the shell increases. The results show very good agreements with other computational available.

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