• 대한조선학회논문집
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• 제28권2호
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• pp.174-186
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• 1991

해상 및 육상구조물에는 다수의 보 및 봉요소들로 구성된 골조구조계 또는 이에 감쇠가 있는 스프링·질량계로 유추될 수 있는 부가물이 부가된 복합적구조계가 있다. 이와 같은 계의 진동해석을 효율적으로 수행하기 위해 receptance방법을 근간으로 하는 해석적 방법을 제시했다. 자유진동특성 및 집중기진력에 대한 응답을 계산하기 위해 균일단면 Timoshenko보 및 봉의 receptance를 유도하고 이들을 각종 부가물들의 receptance와 함께 합성하는 방법을 제시했다. 이때 복합계의 감쇠특성도 각 구성요소 감쇠특성의 합성에 의해 산정된다. 또한 지지부에 변위기진이 작용하는 경우에 대한 동적응답계산을 수행할수 있도록 균일단면 Timoshenko보 및 봉의 Support Displacement Transfer Ratio를 유도하고 이를 다른 구성요소들의 receptance와 합성하는 방법도 제시했다. 이와같은 방법은 특히 부분적 설계변수변경에 따른 동특성치 재산정예 있어서 매우 편리하다.

• 소음진동
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• 제10권6호
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• pp.998-1008
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• 2000

The continuous circular cylindrical shells are widely used for the high performance structures of aircraft, spacecraft, missile, nuclear fuel rod shell etc.. In this paper, a method for the free vibration analysis of the continuous circular cylindrical shells with the multiple simple supports is developed by using the receptance method. With this method, the vibrational characteristics of the continuous system is analyzed by considering as a combined structure. The system receptance is also derided by the application of the equilibrium of forces and the continuity of displacements at the support points. The natural frequencies and mode shapes are calculated numerically and they are compared with the FEM results to improve the reliability of analytical solution. Numerical results on the 4-equal-span continuous circular cylindrical shell are presented in this paper.

• 대한조선학회논문집
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• 제32권3호
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• pp.98-106
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• 1995

대형구조물의 국부구조계에는 후판, 선체이중저와 같은 복판팬널 또는 FRP판과 같은 복합적층판에 집중질량, 질량-스프링계 또는 지지스프링 등으로 간주되는 부가제가 추가된 복합제의 진동해석을 수행하여야 되는 경우가 않다. 본 연구에서는 팬널의 receptance와 부가계의 receptance를 합성하여 복합제의 고유진동특성 및 강제진동응답을 효과적으로 얻을 수 있는 receptance 방법의 적용을 제시한다. 상기 팬널들은 전단변형 및 회전관성효과가 매우 크고 대부분 직교이방성 강성을 갖기 때문에 직교이방성 Mindlin판유추 구조계로 간주하였으며, Mindlin판유추 구조계의 receptance를 구하기 위해 assumed mode-Lagrange 운동방정식 원용에 의해 구하는 방법을 정식화하였다. 이때 진동파형은 Timoshenko 보함수 또는 이의 성질을 갖는 다항식을 사용하였다. 등방성후판 및 실선 이중저의 1/8축적 모델을 대상으로 일련의 수치계산을 수행하여 본연구에서 제시한 방법의 타당성을 보였다.

• 소음진동
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• 제6권6호
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• pp.801-818
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• 1996

Free vibration analyses of circular cylindrical shells attached with plate structures for the symmetric boundary condition such as simply-simply supported shells by receptance method are found in literatures. However analyses of those shells with unsymmetric boundary condition as clamped free boundary are hardly found. Here frequency equation of the clamped free circular cylindrical shell with end plate is derived using receptance method and natural frequencies of the combined system were calculated. The frequencies and mode shapes obtained from present method are compared with those of ANSYS to show the validity of the method. Natural frequencies and mode component ratios of clamped-free cylindrical shell are obtained by employing Rayleigh-Ritz method on energy equations, and they are used in receptance calculation. Results show good agreement with those of ANSYS analyses.

• 한국소음진동공학회논문집
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• 제21권2호
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• pp.120-128
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• 2011

This paper presents an efficient method to analyze noise and vibration of marine diesel engines mounted on flexible hull structure. The analysis model should in general include the hull structure, leading to lots of computational efforts. To minimize the computational efforts, in this paper, the transfer synthesis utilizing the receptance at the mounting points is proposed. The procedure is then verified by comparing the results with those from the full model calculation. The effects of flexible hull structure on the acoustic power from engine block are finally investigated. It is found that the effect of the hull is significant when the receptance of hull structure is similar to or greater than that of mount or engine block.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2002년도 추계학술대회논문초록집
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• pp.355.2-355
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• 2002

The receptance method was applied for the analysis of a cylindrical shell with a spherical cap attached at an arbitrary axial position of the shell. The boundary condition of the shell considered here was clamped-free condition. Before the analysis of the shell/spherical cap combined structure, natural frequencies of the cap and the shell were calculated separately and then they were used in the calculation of the frequencies of the combined structure by the receptance method. (omitted)

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2002년도 추계학술대회논문집
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• pp.529-534
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• 2002

The receptance method was applied for the analysis of a cylindrical shell with a curvaturated plate attached at the top of the shell. The boundary conditions of the shell considered here were clamped at the bottom and free at the top of the shell. Before the analysis of the shell/plate combined structure, the natural frequencies of the plate and the shell were calculated separately and then they were used in the calculation of the frequencies of the combined structure by the receptance method. The frequency equation of the combined structure was derived from the continuity condition at the junction of the shell and the plate. The frequencies for various curvature factors of the plate were presented and compared with those from ANSYS to show its validity of the present method.

• 대한기계학회논문집A
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• 제28권3호
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• pp.215-221
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• 2004

Large machine and structure can not be normally treated as lumped parameter system. Such machine or structure must be broken down to individual beams or panels the motion of which must be analysed before an absorber system can be designed for each element. The absorber may be a lumped parameter system or a continuous system. One of the most common elements in a machine or structure is the cantilever, and in this paper is considered the design of a continuous parameter absorber to reduce the transverse vibrations of a beam. So this paper describes the method to obtain the accurate information about combined continuous beam system with DVA. This information is obtained from the combined system's receptance. and this paper shows the convenience and useful informations when design the dynamic vibration absorber with the combined system's receptance.

• 대한기계학회논문집A
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• 제27권9호
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• pp.1457-1462
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• 2003

The problem of reducing the level of vibrations in structures arises in various branches of technology. For the calculation of systems equipped with DVAs, the frequencies of the protected system's free vibrations are determined first. In most practical problems system have to be considered continuous systems. It is important to obtain the detailed information about not the first frequency and the mode but anothers corresponding to it. So, this paper describes the method to obtain the accurate information about the combined discrete system. This information is obtained from the combined system's receptance. This paper shows the convenience when design the dynamic vibration absorber with the combined system's receptance.

• Steel and Composite Structures
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• 제37권3호
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• pp.291-306
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• 2020

The noise from the elevated lines of rail transit has become a growing problem. This paper presents a new method for the rapid prediction of the structure-borne noise from steel or composite bridges, based on the receptance and Statistical Energy Analysis (SEA), which is essential to the study of the generation mechanism and the design of a low-noise bridge. First, the vertical track-bridge coupled vibration equations in the frequency domain are constructed by simplifying the rail and the bridge as an infinite Timoshenko beam and a finite Euler-Bernoulli beam respectively. Second, all wheel/rail forces acting upon the track are computed by taking a moving wheel-rail roughness spectrum as the excitation to the train-track-bridge system. The displacements of rail and bridge are obtained by substituting wheel/rail forces into the track-bridge coupled vibration equations, and all spring forces on the bridge are calculated by multiplying the stiffness by the deformation of each spring. Then, the input power to the bridge in the SEA model is derived from spring forces and the bridge receptance. The vibration response of the bridge is derived from the solution to the power balance equations of the bridge, and then the structure-borne noise from the bridge is obtained. Finally, a tri-span continuous steel-concrete composite bridge is taken as a numerical example, and the theoretical calculations in terms of the vibration and noise induced by a passing train agree well with the field measurements, verifying the method. The influence of various factors on wheel/rail and spring forces is investigated to simplify the train-track-bridge interaction calculation for predicting the vibration and noise from steel or composite bridges.