• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 춘계학술대회논문집
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• pp.282-287
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• 2004

Noise and vibrations in the pipe systems may be arisen from pumps. compressors, etc. The source mechanism is classified with the mechanical and hydraulic. Mechanical vibrations may be excited by the unbalance in rotating machinery. Hydraulic source may be generated in the turbulent flow. The vibro-acoustic behaviour of flexible, fluid-filled pipe system is a very complex and determined by two parameters: the frequency and the mass ratio of fluid and pipe wall. As the frequency increases, the mode number in the pipe increases. The mass ratio is close to one, the structure and the fluid are strongly coupled. In ease the diameter is very small to the length of pipe, the behaviour of pipe is same as a beam. The finite element formulation when the fluid and the structure are coupled is derived by using beam element. The Numerical results are compared with the package (Sysnoise) which is using the shell element.

• 한국전자파학회논문지
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• 제10권5호
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• pp.738-746
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• 1999

본 논문은 10GHz 에서 동작하는 마이크로스트립 $18\times2$ 이중 빔 배열 안테나를 설계 하였다. 단일 복사 소자는 개구면 결합형 패치를 사용하였으며, 이를 전송선 모델을 이용하여 해석 하였다. 급전선은 Side Lobe Level(SLL)를 줄이기 위해 tapered 직-병렬 구조를 사용하였다. 또한 45도에서 이중 빔을 갖게 하기 위해 소자간에 180도 위상차를 주었다. 그 결과 SLL은 25dB를 가지며, $\pm44.5$도에서 두개의 빔을 갖게 되며 8도의 좁은 빔폭을 갖는다.

• 한국전자파학회논문지
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• 제8권6호
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• pp.363-644
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• 1997

본 논문에서는 그라운드변 상의 개구를 통해 마이크로스트립 패치로 결합을 일으키는 구조를 갖는 PCS 기지 국용 정형 빔 배열 안테나 설계와 제작에 관하여 다룬다. 최적의 정형 빔 패턴은 안테나 합성법으로 얻어졌다. 배 열된 패치들 사이에서의 결합을 고려한 배열 안테나와 급전회로는 CAD tool을 이용하여 설계되었다. 급전 회로 는 최적의 정형 빔 패턴을 얻기 위해서 Wilkinson 전력 분배기를 이용하여 설계되었다. 설계 결과와 측정 결과가 비교되어진다.

• Coupled systems mechanics
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• 제6권4호
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• pp.465-485
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• 2017

In this paper, free vibration and static response of magneto-electro-elastic (MEE) beams has been investigated. To this end, a 3D finite element formulation has been derived by minimization the total potential energy and linear constitutive equation. The coupling between elastic, electric and magnetic fields can have a significant influence on the stiffness and in turn on the static behaviour of MEE beam. Further, different Barium Titanate ($BaTiO_3$) and Cobalt Ferric oxide ($CoFe_2O_4$) volume fractions results in indifferent coupled response. Therefore, through the numerical examples the influence of volume fractions and boundary conditions on the natural frequencies of MEE beam is illustrated. The study is extended to evaluate the static response of MEE beam under various forms of mechanical loading. It is seen from the numerical evaluation that the volume fractions, loading and boundary conditions have a significant effect on the structural behaviour of MEE structures. The observations made here may serve as benchmark solutions in the optimum design of MEE structures.

• Structural Engineering and Mechanics
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• 제38권2호
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• pp.195-210
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• 2011

Bernoulli-Euler beam theory is used to develop an exact dynamic stiffness matrix for the flexural-torsional coupled motion of a three-dimensional, axially loaded, thin-walled beam of doubly asymmetric cross-section. This is achieved through solution of the differential equations governing the motion of the beam including warping stiffness. The uniform distribution of mass in the member is also accounted for exactly, thus necessitating the solution of a transcendental eigenvalue problem. This is accomplished using the Wittrick-Williams algorithm. Finally, examples are given to confirm the accuracy of the theory presented, together with an assessment of the effects of axial load and loading eccentricity.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2013년도 춘계학술대회 논문집
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• pp.595-596
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• 2013

• 대한전자공학회논문지TC
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• 제39권4호
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• pp.209-215
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• 2002

본 논문에서는 수평편파용 EMCD 어레이 안테나의 빔 틸트 특성을 기술하고 있다. 소자하나에 대하여 설계를 한 후, 이를 어레이 설계에 적용하여 어레이 안테나의 특성을 평가하였다. FDTD법에 의해 해석된 수평편파용 EMCD 어레이 안테나의 이론적 주파수특성과 지향성 패턴 결과는 실제 제작한 안테나의 측정치와 잘 일치하였다. 제작된 20 소자 어레이 안테나의 주빔의 앙각 틸트 각도는 무궁화위성이 위치한 47°였고, 반치폭은 약 ±7.5°정도로 양호한 지향성 특성을 보였다.

• Structural Engineering and Mechanics
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• 제30권5호
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• pp.603-617
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• 2008

Three dimensional coupled bending-torsion dynamic vibrations of thin-walled open section beam subjected to moving vehicle are investigated by transfer matrix method. Through adopting the idea of Newmark-${\beta}$ method, the partial differential equations of structural vibration can be transformed to the differential equations. Then, those differential equations are solved by transfer matrix method. An iterative scheme is proposed to deal with the coupled bending-torsion terms in the governing vibration equations. The accuracy of the presented method is verified through two numerical examples. Finally, with different eccentricities of vehicle, the torsional vibration of thin-walled open section beam and vertical and rolling vibration of truck body are investigated. It can be concluded from the numerical results that the torsional vibration of beam and rolling vibration of vehicle increase with the eccentricity of vehicle. Moreover, it can be observed that the torsional vibration of thin-walled open section beam may have a significant nonlinear influence on vertical vibration of truck body.

• Coupled systems mechanics
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• 제11권6호
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• pp.557-586
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• 2022

In spite of extensive testing of the individual shear wall and the coupling beam (CB), numerical and experimental researches on the seismic behavior of CSW are insufficient. As far as we know, no previous research has investigated the affectations of position of CB regarding to the slab level (SL). So, the investigation aims to enhance an overarching framework to examine the consequence of connection positions between CB and SL. And, three cases have been created. One is composed of the floor slab (FS) at the top of the CB (FSTCB); the second is created with the FS within the panel depth (FSWCB), and the third is employed with the FS at the bottom of the CB (FSLCB). And, FEA is used to demonstrate the consequences of various CB positions with regard to the SL. Furthermore, the main measurements of structure response that have been investigated are deformation, shear, and moment in a coupled beam. Additionally, wall elements are used to simulate CB. In addition, ABAQUS software was used to figure out the strain distribution, shear stress for four stories to further understand the implications of slab position cases on the coupled beam rigidity. Overall, the findings show that the position of the rigid linkage among the CB and the FS can affect the behavior of the structures under seismic loads. For all structural heights (4, 8, 12 stories), the straining actions in FSWCB and FSLCB were less than those in FSTCB. And, the increases in displacement time history response for FSWCB are around 16.1-81.8%, 31.4-34.7%, and 17.5% of FSTCB.

• 한국지진공학회논문집
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• 제3권2호
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• pp.29-40
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• 1999

본 연구는 초기 내진설계단에서 프리캐스트 병렬전단벽의 연결보의 필요한 연성도의 간단한 계산방법을 제시한다 프리캐스트 병렬 전단벽의 최상층 변위는 연속체 접근 방법으로 구한 부부과 구한 부분과 분절적으로 나타나는 수평접합부의 개폐로 인한 소성변위의 합으로 나타난다. 이러한 계산을 통해 시스템 레벨의 연성도와 부재 레벨의 연성도의 관계를 구한다 여기서 제안되 연성도 관계식으로부터 연결보의 강성이 증가하거나 강도가 벽체에 비해 작은 경우에는 연결보의 과다한 연성도가 필요하 것으로 나타난다 또한 이러한 연성도는 해당 층의 수평접합부의 개폐정도에 비례함을 보여준다 그러나 고층부의 연결보는 수평접합부 개폐정도에 관계가 적음을 보여준다.