• Structural Engineering and Mechanics
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• 제45권4호
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• pp.495-519
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• 2013

This paper investigates properties of integral operators in complex variable boundary integral equation in plane elasticity, which is derived from the Somigliana identity in the complex variable form. The generalized Sokhotski-Plemelj's formulae are used to obtain the BIE in complex variable. The properties of some integral operators in the interior problem are studied in detail. The Neumann and Dirichlet problems are analyzed. The prior condition for solution is studied. The solvability of the formulated problems is addressed. Similar analysis is carried out for the exterior problem. It is found that the properties of some integral operators in the exterior boundary value problem (BVP) are quite different from their counterparts in the interior BVP.

• Smart Structures and Systems
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• 제17권5호
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• pp.753-771
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• 2016

This paper addresses the free and transient responses of a SDOF linear complex stiffness system by making use of the Hilbert transform and the convolution integral. Because the second-order differential equation of motion having the complex stiffness give rise to the conjugate complex eigen values, its time-domain analysis using the standard time integration scheme suffers from the numerical instability and divergence. In order to overcome this problem, the transient response of the linear complex stiffness system is obtained by the convolution integral of a green function which corresponds to the unit-impulse free vibration response of the complex system. The damped free vibration of the complex system is theoretically derived by making use of the state-space formulation and the Hilbert transform. The convolution integral is implemented by piecewise-linearly interpolating the external force and by superimposing the transient responses of discretized piecewise impulse forces. The numerical experiments are carried out to verify the proposed time-domain analysis method, and the correlation between the real and imaginary parts in the free and transient responses is also investigated.

• 대한수학회보
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• 제46권2호
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• pp.367-372
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• 2009

In this paper, univalence of a certain integral operator and some interesting properties involving the integral operators on the classes of complex order are obtained. Relevant connections of the results, which are presented in this paper, with various other known results are also pointed out.

• Industrial Engineering and Management Systems
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• 제15권2호
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• pp.143-147
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• 2016

Uncertainty appears not only in real quantities but also in complex quantities. Complex uncertain process is essentially a sequence of complex uncertain variables indexed by time. In order to describe complex uncertain process, a formal definition of complex uncertain distribution is given in this paper, as well as the concepts of independence and variance. In addition, some properties of complex uncertain integral are presented.

• 대한수학회지
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• 제34권3호
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• pp.569-579
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• 1997

We investigate the existence of the operator-valued Feynman integral when a Wiener functional is given by a Fourier transform of complex Borel measure.

• 대한수학회논문집
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• 제17권1호
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• pp.21-29
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• 2002

The existence of the operator-valued Feynman integral was established when a Wiener functional is given by a Fourier transform of complex Borel measures. In this paper, we investigate the stability of the Feynman integral with respect to the measures.

• Journal of applied mathematics & informatics
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• 제7권3호
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• pp.959-968
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• 2000

The existence of the operator-valued Feynman integral was established when a Wiener functional is given by a Fourier transform of complex Borel measure [1]. In this paper, I investigate a stability of the Feynman integral with respect to the potentials.

• 한국해양공학회지
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• 제18권1호
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• pp.7-9
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• 2004

Using the solution to th contour integral of the complex logarithmic function ${\oint}_cIn(z-z_{0})dz$, the following definite integral, derived from the formula to calculate the forces exerted to n circular cylinder by the discrete vortices shed from it, has been evaluated (equation omitted)

• 대한기계학회논문집A
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• 제20권4호
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• pp.1186-1193
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• 1996

The analytic solution of the stress field at creep crack in the presence of grain boundary caviation is to be obtained by solving the governing equation which was derived through the previous paper. The complex integral technique is used to slove the singular integral equation. under the help of the information about stress behaviors at the ends of integral region know by numerical solution. The resultant stress disstribution obtained shows the relaxed crack-tip singularity of $r^{1/2+\theta}$ due to the intervention of cavitation effect, otherwise, it should assumed to be $r^{1/2}$ singularity of linear elastic fracture mechanics with no cavitation.

• 지구물리와물리탐사
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• 제26권1호
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• pp.1-7
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• 2023

이 논문에서는 타원 기둥에 대한 벡터 중력과 중력 변화율 텐서 반응식을 유도하였다. 임의의 3차원 이상체에 대한 벡터 중력은 이상체의 모양에 따른 3중 적분이 포함된 인력 포텐셜을 각 축 방향으로 미분하여 구한다. 축 대칭성을 가진 이상체에 의한 벡터 중력은 먼저 축방향으로 적분하여 2중 적분 형태로 축약한다. 켤레 복소수를 도입한 복소 그린 정리를 이용하면 2중 적분은 1차원 폐곡선 선적분 형태로 변환된다. 최종적으로 타원 기둥에 의한 벡터 중력은 타원 기둥 단면의 경계를 폐곡선의 매개변수로 설정하여 1차원 수치적분으로 유도된다. 같은 방식으로 타원 기둥에 의한 중력 변화율 텐서는 인력 퍼텐셜을 2차 미분하여 3중 적분으로 표현된 중력 변화율 텐서를 구한 후, 수직 축 방향으로 적분하여 2중 적분으로 축약한다. 벡터 중력에서 적용한 방법과 동일한 복소 평면에서의 그린 정리를 도입하여 타원 기둥에 의한 중력 변화율 텐서 반응식의 모든 성분을 유도한다.