• 한국수학교육학회지시리즈B:순수및응용수학
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• 제8권2호
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• pp.127-135
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• 2001

The main object of this paper is to present a transformation formula for a finite series involving $_3F_2$ and some identities associated with the binomial coefficients by making use of the theory of Legendre polynomials $P_{n}$(x) and some summation theorems for hypergeometric functions $_pF_q$. Some integral formulas are also considered.

• 대한수학회논문집
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• 제33권2호
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• pp.619-630
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• 2018

In this paper, we obtain a (p, q)-extension of the Whittaker function $M_{k,{\mu}}(z)$ together with its integral representations, by using the extended confluent hypergeometric function of the first kind ${\Phi}_{p,q}(b;c;z)$ [recently extended by J. Choi]. Also, we give some of its main properties, namely the summation formula, a transformation formula, a Mellin transform, a differential formula and inequalities. In addition, our extension on Whittaker function finds interesting connection with the Laguerre polynomials.

• 지구물리와물리탐사
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• 제21권2호
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• pp.112-124
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• 2018

해저면 탄성파 탐사는 4성분 수신기를 해저면에 설치하여 자료를 측정하는 자료 취득 기법으로 기존의 탄성파 탐사 자료 취득 기법보다 향상된 품질의 자료를 얻을 수 있다. 그러나 해저면 탄성파 탐사는 자료 취득 비용이 매우 높아 사용할 수 있는 수신기의 개수가 제한된다는 단점이 있다. 자료 취득에 적은 수의 수신기만을 사용하기 때문에 해저면 탄성파 탐사로 취득한 자료는 트레이스 간의 연속성이 떨어지고, 이로 인해 공간 알리아싱 등의 문제가 발생할 수 있다. 본 연구에서는 수신기 개수가 적은 해저면 탄성파 자료의 영상 품질을 향상시키기 위해 미러 이미징(mirror imaging) 알고리즘을 사용해 키르히호프(Kirchhoff) 참반사 보정을 구현하였다. 미러 이미징 알고리즘을 적용하기 위해서는 상향/하향 파동장을 분리한 후 하향 파동장을 사용해야 하며, 본 연구에서는 P-Z summation 기법을 사용해 파동장을 분리하였다. 수치 예제를 통해 미러 이미징 알고리즘을 사용한 참반사 보정 결과가 전통적인 참반사 보정 결과보다 더 넓은 범위를 영상화 할 수 있음을 확인하였고, 특히 천부 지층에서 그 효과가 뚜렷함을 볼 수 있었다.

• Structural Engineering and Mechanics
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• 제2권1호
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• pp.95-112
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• 1994

This paper describes the formulation and application of a dynamic model for a conventional rail track subjected to arbitary loading functions that simulate wheel/rail impact forces. The rail track is idealized as a periodic elastically coupled beam system resting on a Winkler foundation. Modal parameters of the track structure are first obtained from the natural vibration characteristics of the beam system, which is discretized into a periodic assembly of a specially-constructed track element and a single beam element characterized by their exact dynamic stiffness matrices. An equivalent frequency-dependent spring coefficient representing the resilient, flexural and inertial characteristics of the rail support components is introduced to reduce the degrees of freedom of the track element. The forced vibration equations of motion of the track subjected to a series of loading functions are then formulated by using beam bending theories and are reduced to second order ordinary differential equations through the use of mode summation with non-proportional modal damping. Numerical examples for the dynamic responses of a typical track are presented, and the solutions resulting from different rail/tie beam theories are compared.

• 대한치과보철학회지
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• 제25권1호
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• pp.17-40
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• 1987

The purpose of this study was to clarify the effect of clasp design on abutment tooth adjacent to a distal extension base under the influence by the location of functional loading. The RPI clasp, the Akers clasp and the combination clasp were selected for evaluation. Tests were performed at 10Kg, 20Kg, 30Kg loads on the buccal, central, lingual, mesial and distal positions of loading platform of each mandibular distal extension partial denture. The laser reflexion method was used for three dimensional measurement of abutment movement, which is possible to measure precisely without contact. The movement in the mesiodistal(X), buccolingual(Y), and occlusoapical(Z) directions and the rotational movement(R) were measured, and in addition, the total movement (SV) as expressed by the three dimensional summation vector independent of direction was calculated. The data were analyzed using Student t-test, p<.05. The following results were obtained from this study; 1. Clasp design did not generally affect the direction of abutment tooth movement except the movement in an undesirable occlusal direction in case of the Akers clasp and the combination clasp. 2. The greater the load on the prosthesis, the greater was the abutment tooth movement, and the direction of abutment tooth movement was affected by positional loading. 3. Each prosthesis was dislodged from the test base under the small amount of load in the distal load position, and the buccal loading showed the greatest abutment tooth movement under the maximum load. 4. RPI clasp was evaluated as the most favorable design.