• 한국항공우주학회지
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• 제38권10호
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• pp.966-972
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• 2010

본 연구에서는 연소불안정 현상을 제어하는 수동적 기구의 하나인 음향공을 적용하여, 음향공의 설계 변수(오리피스 길이와 지름)와 가진 음압에 따른 감쇠 효과를 선형음향해석과 상온 음향시험을 통하여 연구하였다. 오리피스의 길이가 짧고, 지름이 클수록 감쇠효과가 증가하는 것을 확인하였으며 실험과 선형 음향 해석 결과가 서로 동일한 경향을 보이는 것을 확인하였다. 또한, 가진 음압의 크기가 110 dB 이상에서 감쇠 능력이 비선형적으로 감소하는 것을 확인하였으며, 음향공 오리피스의 단면적이 증가할수록 감소량이 감소하는 것으로부터 비선형 구간에서는 오리피스 단면적을 증가시키는 것이 유리함을 확인하였다.

• 한국항공우주학회지
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• 제34권4호
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• pp.11-16
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• 2006

유체 공급배관내의 압력진동을 감쇠할 수 있는 방법으로 배관내에 오리피스를 설치하는 방법을 채택하여, 그 압력진동 감쇠효과를 수치해석을 통해 조사하였다. 본 연구에서는, 압력진동의 진폭이 작다는 가정에 기초하여 오리피스의 음향학적 감쇠효과에 초점을 맞추었다. 오리피스의 위치에 따른 계산 결과로부터 압력진동의 마디, 즉 속도진동의 배가 되는 위치에 오리피스를 설치할 때 가장 효과적으로 압력 진동이 감쇠되었다. 이에 반해서, 오리피스를 압력진동의 배에 설치한 경우에는 오리피스의 설치 효과가 아주 미약하였다. 오리피스의 유로 봉쇄율이 증가함에 따라 감쇠효과는 단조적으로 증가하였고, 오리피스의 두께가 증가할수록 공진성을 약화시켜 감쇠효과가 크게 나타났다. 또한, 직경이 작은 배관에서 감쇠 효과가 더 크게 나타났다.

• Tribology and Lubricants
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• 제16권2호
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• pp.75-83
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• 2000

The present paper proposes a new type of an electro-rheological squeeze film damper (ER SFD) of which the damping capacity can be controlled by the application of electric field. The new ER .SFD- is sealed with slotted rings having electrodes at the inside of the constant gap. The ER SFD can provent the problem of electric short which might be occurred in a previous ER SFD. Reynolds lubrication equation for a Newtonian fluid and the end leakage equation for ER fluids are numerically solved to get the pressure distributions and the damping coefficients of the ER SFD. The results show that the damping coefficients greatly increase with increasing the yield shear stress of ER fluid. In addition, the unbalance response analysis of a flexible rotor supported on the new ER SFD implies that the rotor system can be operated with the minimum of rotor amplitude and force transmissibility by controlling the yield shear stress of ER fluids properly.

• Structural Engineering and Mechanics
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• 제48권1호
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• pp.57-75
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• 2013

It is still inadequate for investigating the highly nonlinear and complex mechanical behaviors of single-layer latticed domes by only performing a force-based demand-capacity analysis. The energy-based balance method has been largely accepted for assessing the seismic performance of a structure in recent years. The various factors, such as span-to-rise ratio, joint rigidity and damping model, have a remarkable effect on the load-carrying capacity of a single-layer latticed dome. Therefore, it is necessary to determine the maximum load-carrying capacity of a dome under extreme loading conditions. In this paper, a mechanical model for members of the semi-rigidly jointed single-layer latticed domes, which combines fiber section model with semi-rigid connections, is proposed. The static load-carrying capacity and seismic performance on the single-layer latticed domes are evaluated by means of the mechanical model. In these analyses, different geometric parameters, joint rigidities and roof loads are discussed. The buckling behaviors of members and damage distribution of the structure are presented in detail. The sensitivity of dynamic demand parameters of the structures subjected to strong earthquakes to the damping is analyzed. The results are helpful to have a better understanding of the seismic performance of the single-layer latticed domes.

• 소음진동
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• 제4권4호
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• pp.487-496
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• 1994

Recently, the application of viscoelastic material in the field of vibration isolation has gradually increased due to its achievement in structural damping capacity, and many of the theoretical and experimental study has been carried out. In this study, the dynamic characteristics of the visoelastically supported cantilever beam, of which govering equation is based on the Bernoulli- Euler equation, is analyzed theoretically and experimentally. Expression for stiffness of multi-layered viscoelastic materal has been developed using variables such as frequency and number of layers, and further, based on this expression, damping characteristic of the beam is investigated with experimental verification.

• 한국전산구조공학회논문집
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• 제15권2호
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• pp.329-339
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• 2002

본 연구에서는 비선형 정적해석법인 능력스펙트럼 법을 이용하여 성능목표를 만족하기 위하여 필요한 점탄성 감쇠기를 설계하는 절차를 제시하였다. 점탄성 감쇠기의 적정 크기를 구하기 위해 목표 변위에서 필요한 유효감쇠 비를 구한 다음 구조물의 이력거동에 의한 등가감쇠 비와 고유감쇠 비를 이용하여 필요한 감쇠기의 감쇠를 구하였다. 점탄성 감쇠기를 설치할 경우에는 구조물의 감쇠뿐만 아니라 강성도 변화하기 때문에 반복계산이 필요하게 된다. 본 연구에서는 먼저 단자유도계에서 구조물의 설계변수를 변화시키면서 제안된 방법의 타당성을 검증하였다. 또한 10층의 철골조 건물에 적용하고 지진응답을 구하였다. 제안된 방법에 따라 설계된 감쇠기를 설치하고 수행한 시간이력해석 결과에 의하면 고려된 설계변수에 관계없이 목표변위를 만족하는 것으로 나타났다.

• Tribology and Lubricants
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• 제23권3호
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• pp.123-129
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• 2007

This paper presents a theoretical model for the analysis of double-bumped AFBs. The stiffness and damping coefficients of the double bump vary depending on the external load and its friction coefficient. In the case of a lightly loaded condition where only the upper bump contributes to deformation, the double bump is in the single active region. In the case of a heavily loaded condition where both the upper and lower bumps contribute to deformation, the double bump is in the double active region. So the double bump can be either in the single or double active region depending on vertical deflection. The equivalent stiffness and damping coefficients of the bump system are derived from the vertical and horizontal deflection of the bump, including the friction effect. A static and dynamic performance analysis is carried out by using the finite difference method and the perturbation technique. The results of the performance analysis for a double-bumped AFB are compared with those obtained for a single-bumped AFB. This paper successfully proves that a double bumped AFB has higher load capacity, stiffness, and damping than a single-bumped AFB in a heavily loaded condition.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2000년도 가을 학술발표회논문집
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• pp.257-264
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• 2000

Nonlinear dynamic time history analysis of a structure with energy dissipation devices is complicated and time consuming. In this regard the nonlinear static analysis is a practical alternative for evaluating the earthquake resisting capacity of a structure. In this study the nonlinear static response of a structure was obtained first, and the equivalent viscous modal damping ratio required to satisfy the performance objective was computed in the capacity spectrum format. Then proper amount of viscous dampers were installed to provide the required damping. Parametric study has been performed for the period of the structure, yield strength, and the stiffness after the first yield. According to the earthquake time history analysis results, the maximum displacement of the model structure with viscous dampers designed in accordance with the proposed method corresponds well with the target displacements that was used in the beginning of the design process.

• Smart Structures and Systems
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• 제9권6호
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• pp.549-563
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• 2012

Theoretical analysis is performed on a multi-mode energy harvester design with focus on the first two vibration modes. Based on the analysis, a modification is proposed for designing a novel adaptive multi-mode energy harvester. The device comprises a simply supported beam with distributed mass and piezoelectric elements, and an adaptive damper that provides a 180 degree phase shift for the motions of two supports only at the second vibration mode. Theoretical analysis and numerical simulations show that the new design can efficiently scavenge energy at the first two vibration modes. The energy harvesting capability of the multi-mode energy harvester is also compared with that of a cantilever-based energy harvester for single-mode vibration. The results show that the energy harvesting capacity is affected by the damping ratios of different designs. For fixed damping ratio and design dimensions, the multi-mode design has higher energy harvesting capacity than the cantilever-based design.

• Journal of Advanced Marine Engineering and Technology
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• 제27권1호
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• pp.76-81
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• 2003

The purpose of this study is to analyze the collapse characteristics of widely used spot welded section members coated damping material Y1000 and to develop an analysis method for acquiring exact collapse loads and energy absorption ratio. Hat-shaped thin-walled members have the biggest energy absorbing capacity in a front-end collision. The sections were tested on quasi-static and impact loads. Specimens with two type thickness, width ratio and spot weld pitch on the flange have been tested in impact velocities(6.73n0sec and 7.54n1sec) which imitate a real-life car collision. As a result, it was developed the system for acquiring impact energy absorbing characteristics of structure united thin-walled member and damping materials.