• 제목/요약/키워드: symmetric functions

검색결과 232건 처리시간 0.021초

ON 2-GENERATING INDEX OF FINITE DIMENSIONAL LEFT-SYMMETRIC ALGEBRAS

  • Yang, Xiaomei;Zhu, Fuhai
    • 대한수학회지
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    • 제54권5호
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    • pp.1537-1556
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    • 2017
  • In this paper, we introduce the notion of generating index ${\mathcal{I}}_1(A)$ (2-generating index ${\mathcal{I}}_2(A)$, resp.) of a left-symmetric algebra A, which is the maximum of the dimensions of the subalgebras generated by any element (any two elements, resp.). We give a classification of left-symmetric algebras with ${\mathcal{I}}_1(A)=1$ and ${\mathcal{I}}_2(A)=2$, 3 resp., and show that all such algebras can be constructed by linear and bilinear functions. Such algebras can be regarded as a generalization of those relating to the integrable (generalized) Burgers equation.

비대칭 박벽보에 대한 엄밀한 동적 강도행렬의 유도 (Derivation of Exact Dynamic Stiffness Matrix for Non-Symmetric Thin-walled Straight Beams)

  • 김문영;윤희택
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2000년도 가을 학술발표회논문집
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    • pp.369-376
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    • 2000
  • For the general loading condition and boundary condition, it is very difficult to obtain closed-form solutions for buckling loads and natural frequencies of thin-walled structures because its behaviour is very complex due to the coupling effect of bending and torsional behaviour. Consequently most of previous finite element formulations introduced approximate displacement fields using shape functions as Hermitian polynomials, isoparametric interpoation function, and so on. The purpose of this study is to calculate the exact displacement field of a thin-walled straight beam element with the non-symmetric cross section and present a consistent derivation of the exact dynamic stiffness matrix. An exact dynamic element stiffness matrix is established from Vlasov's coupled differential equations for a uniform beam element of non-symmetric thin-walled cross section. This numerical technique is accomplished via a generalized linear eigenvalue problem by introducing 14 displacement parameters and a system of linear algebraic equations with complex matrices. The natural frequencies are evaluated for the non-symmetric thin-walled straight beam structure, and the results are compared with available solutions in order to verify validity and accuracy of the proposed procedures.

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실리콘에 기초한 새로운 크로스바 구조의 손실있는 대칭 결합선로에 대한 유한차분법을 이용한 해석 (Analysis of Symmetric Coupled Line with New Crossbar Embedded on Si-based Lossy Structure using the FDTD Method)

  • Kim, Yoonsuk
    • 한국군사과학기술학회지
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    • 제4권2호
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    • pp.122-129
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    • 2001
  • A characterization procedure for analyzing symmetric coupled MIS(Metal-Insulator-Semiconductor) transmission line is used the same procedure as a general single layer symmetric coupled line with perfect dielectric substrate from the extraction of the characteristic impedance and propagation constant for even- and odd-mode. In this paper, an analysis for a new substrate shielding symmetric coupled MIS structure consisting of grounded crossbar at the interface between Si and SiO2 layer using the Finite- Difference Time-Domain(FDTD) method is presented. In order to reduce the substrate effects on the transmission line characteristics, a shielding structure consisting of grounded crossbar lines over time-domain signal has been examined. Symmetric coupled MIS transmission line parameters for even- and odd-mode are investigated as the functions of frequency, and the extracted distributed frequency- dependent transmission line parameters and corresponding equivalent circuit parameters as well as quality factor for the new MIS crossbar embedded structure are also presented. It is shown that the quality factor of the symmetric coupled transmission line can be improved without significant change in the characteristic impedance and effective dielectric constant.

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A non-symmetric non-periodic B3-spline finite strip method

  • Kim, Kyeong-Ho;Choi, Chang-Koon
    • Structural Engineering and Mechanics
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    • 제18권2호
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    • pp.247-262
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    • 2004
  • In the earlier application of the spline finite strip method(FSM), the uniform B3-spline functions were used in the longitudinal direction while the conventional interpolation functions were used in the transverse direction to construct the displacement filed in a strip. To overcome the shortcoming of the uniform B3-spline, non-periodic B-spline was developed as the displacement function. The use of non-periodic B3-spline function requires no tangential vectors at both ends to interpolate the geometry of shell and the Kronecker delta property is also satisfied at the end boundaries. Recently, non-periodic spline FSM which was modified to have a multiple knots at the boundary was developed for the shell analysis and applied to the analysis of bridges. In the formulation of a non-symmetric spline finite strip method, the concepts of non-periodic B3-spline and a stress-resultant finite strip with drilling degrees of freedom for a shell are used. The introduction of non-symmetrically spaced knots in the longitudinal direction allows the selective local refinement to improve the accuracy of solution at the connections or at the location of concentrated load. A number of numerical tests were performed to prove the accuracy and efficiency of the present study.

Critical buckling moment of functionally graded tapered mono-symmetric I-beam

  • Rezaiee-Pajand, Mohammad;Masoodi, Amir R.;Alepaighambar, Ali
    • Steel and Composite Structures
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    • 제39권5호
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    • pp.599-614
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    • 2021
  • This study deals with the Lateral-Torsional Buckling (LTB) of a mono-symmetric tapered I-beam, in which the cross-section is varying longitudinally. To obtain the buckling moment, two concentrated bending moments should be applied at the two ends of the structure. This structure is made of Functionally Graded Material (FGM). The Young's and shear modules change linearly along the longitudinal direction of the beam. It is considered that this tapered beam is laterally restrained continuously, by using torsional springs. Furthermore, two rotational bending springs are employed at the two structural ends. To achieve the buckling moment, Ritz solution method is utilized. The response of critical buckling moment of the beam is obtained by minimizing the total potential energy relation. The lateral and torsional displacement fields of the beam are interpolated by harmonic functions. These functions satisfy the boundary conditions. Two different support conditions are considered in this study. The obtained formulation is validated by solving benchmark problems. Moreover, some numerical studies are implemented to show the accuracy, efficiency and high performance of the proposed formulation.

아날로그-디지털 전달함수 평균화기법 기반의 Cyclic ADC의 디지털 보정 기법 (Digital Calibration Technique for Cyclic ADC based on Digital-Domain Averaging of A/D Transfer Functions)

  • 엄지용
    • 전자공학회논문지
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    • 제54권6호
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    • pp.30-39
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    • 2017
  • 본 논문은 디지털영역에서의 평균화 기법을 이용한 cyclic ADC의 디지털 보정기법을 제안한다. 제안하는 보정기법은 1.5비트 MDAC의 커패시터 부정합으로 인해 발생하는 ADC의 비선형성을 보정한다. 부정합을 지니는 커패시터로 이루어진 1.5비트 MDAC은 이상적인 1.5비트 MDAC의 레지듀 플롯(residue plot)에 대해 대칭적인 레지듀 플롯을 지닌다. 커패시터 부정합을 지니는 1.5비트 MDAC의 고유한 레지듀 플롯은 대칭적인 아날로그-디지털 전달함수로 반영된다. 이상적인 아날로그-디지털 전달함수에 대해 대칭적인 두 아날로그-디지털 전달함수를 평균화함으로써, 비선형성이 보정된 아날로그-디지털 전달함수를 얻을 수 있다. 해당 아날로그-디지털 전달함수 평균화의 구현을 위해, 본 논문의 12비트 cyclic ADC는 1.5비트 MDAC의 동작 모드를 2개로 정의한다. 해당 cyclic ADC는 MDAC을 첫 번째 동작모드로 동작시킴으로써, 비선형성을 지니는 12.5비트 출력 코드를 획득한다. 샘플링 된 동일한 입력 아날로그 전압에 대해, MDAC을 두 번째 동작모드로 동작시킴으로써, cyclic ADC는 비선형성을 지니는 또 다른 12.5비트 출력 코드를 획득한다. 각 MDAC의 동작모드에 의해 발생하는 아날로그-디지털 전달함수는 이상적인 아날로그-디지털 전달함수에 대해 대칭적이기 때문에, 앞서 획득한 두 개의 비선형성을 지니는 12.5비트를 평균화함으로써, 비선형성이 보정된 최종 12비트 출력 코드를 획득할 수 있다. 제안하는 디지털 보정기법과 12비트 cyclic ADC는 $0.18-{\mu}m$ CMOS 공정을 이용하여 full-custom 형식으로 구현되었다. 측정된 SNDR(ENOB)와 SFDR은 각각 65.3dB(10.6비트 ENOB)와 71.7dB이다. 측정된 INL과 DNL은 각각 -0.30/+0.33LSB와 -0.63/+0.56LSB이다.

SYMMETRIC IDENTITIES FOR DEGENERATE q-POLY-BERNOULLI NUMBERS AND POLYNOMIALS

  • JUNG, N.S.;RYOO, C.S.
    • Journal of applied mathematics & informatics
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    • 제36권1_2호
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    • pp.29-38
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    • 2018
  • In this paper, we introduce a degenerate q-poly-Bernoulli numbers and polynomials include q-logarithm function. We derive some relations with this polynomials and the Stirling numbers of second kind and investigate some symmetric identities using special functions that are involving this polynomials.

BOUNDS OF AN INTEGRAL OPERATOR FOR CONVEX FUNCTIONS AND RESULTS IN FRACTIONAL CALCULUS

  • Mishira, Lakshmi Narayan;Farid, Ghulam;Bangash, Babar Khan
    • 호남수학학술지
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    • 제42권2호
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    • pp.359-376
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    • 2020
  • The present research investigates the bounds of an integral operator for convex functions and a differentiable function f such that |f'| is convex. Further, these bounds of integral operators specifically produce estimations of various classical fractional and recently defined conformable integral operators. These results also contain bounds of Hadamard type for symmetric convex functions.

SHARP ESTIMATES ON THE THIRD ORDER HERMITIAN-TOEPLITZ DETERMINANT FOR SAKAGUCHI CLASSES

  • Kumar, Sushil;Kumar, Virendra
    • 대한수학회논문집
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    • 제37권4호
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    • pp.1041-1053
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    • 2022
  • In this paper, sharp lower and upper bounds on the third order Hermitian-Toeplitz determinant for the classes of Sakaguchi functions and some of its subclasses related to right-half of lemniscate of Bernoulli, reverse lemniscate of Bernoulli and exponential functions are investigated.

FORMULAS AND RELATIONS FOR BERNOULLI-TYPE NUMBERS AND POLYNOMIALS DERIVE FROM BESSEL FUNCTION

  • Selin Selen Ozbek Simsek;Yilmaz Simsek
    • 대한수학회논문집
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    • 제38권4호
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    • pp.1175-1189
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    • 2023
  • The main purpose of this paper is to give some new identities and properties related to Bernoulli type numbers and polynomials associated with the Bessel function of the first kind. We give symmetric properties of the Bernoulli type numbers and polynomials. Moreover, using generating functions and the Faà di Bruno's formula, we derive some new formulas and relations related to not only these polynomials, but also the Bernoulli numbers and polynomials and the Euler numbers and polynomials.