• Structural Engineering and Mechanics
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• 제64권4호
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• pp.461-472
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• 2017

The dynamic tests of recycled aggregate concrete (RAC) are carried out, the rate-dependent mechanical models of RAC are proposed. The dynamic mechanical behaviors of RAC frame structure are investigated by adopting the numerical simulation method of the finite element. It is indicated that the lateral stiffness and the hysteresis loops of RAC frame structure obtained from the numerical simulation agree well with the test results, more so for the numerical simulation which is considered the strain rate effect than for the numerical simulation with strain rate excluded. The natural vibration frequency and the lateral stiffness increase with the increase of the strain rate. The dynamic model of the lateral stiffness is proposed, which is reasonably applied to describe the effect of the strain rate on the lateral stiffness of RAC frame structure. The effect of the strain rate on the structural deformation and capacity of RAC is analyzed. The analyses show that the inter-story drift decreases with the increase of the strain rate. However, with the increasing strain rate, the structural capacity increases. The dynamic models of the base shear coefficient and the overturning moment of RAC frame structure are developed. The dynamic models are important and can be used to evaluate the strength deterioration of RAC structure under dynamic loading.

• 대한기계학회논문집B
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• 제30권6호
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• pp.523-530
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• 2006

One of the fascinating prospects is the possibility of new hydrodynamics technology on micro-scale system since oscillations of micro-droplets are of practical and scientific importance. It has been widely conceived that the lowest oscillation mode of a pendant droplet is the longitudinal vibration, i.e. periodic elongation and contraction along the longitudinal direction. Nonlinear and forced oscillations of supported viscous droplet were focused in the present study. The droplet has a free contact line with solid plate and inviscid fluid. Natural frequencies of a pendant droplet have been investigated experimentally by imposing the acoustic wave while the frequency is being increased at a fixed amplitude. It is found that a pendant droplet shows the resonant behaviors at each mode similar to the theoretical analysis. The rotation of the droplet about the longitudinal axis is the oscillation mode of the lowest resonance frequency. This rotational mode can be invoked by periodic acoustic forcing and is analogous to the pendulum rotation. It is also found that the natural frequency of a pendant droplet is independent of the drop density and surface tension but inversely proportional to the square root of the droplet size.

• 대한조선학회논문집
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• 제30권1호
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• pp.134-144
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• 1993

샌드위치 구조는 두층의 얇고 밀도가 크며 높은 강도와 강성을 갖고 있는 면재와 이에 비해 상대적으로 두껍고 밀도, 강도, 강성이 낮은 심재로 구성되어 서로의 단점을 보완하는 경량의 특수한 형태이다. 본 연구에서는 등방성의 심재에 2장의 면재가 대칭으로 적층된 샌드위치 평판 모델에 대해 Rayleigh-Ritz 방법으로 해석한 후, 고유진동수를 구하였다. 면재는 G.R.P.의 일종인 E-glass Woven Roving 외에 2종류를 사용하였고 심재는 foam core로서 P.V.C. 외에 3종류를 사용하여 면재와 심재의 종류, 두께, 지지조건 등의 변화에 따른 각 모우드의 고유진동수와 모우드 형상들을 구하고 각 조건들이 고유진동수에 미치는 영향을 비교 분석하였다. 본 연구의 해석결과를 유한요소 program인 ADINA의 결과와 비교하였다.

• 한국전산구조공학회논문집
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• 제19권4호
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• pp.441-447
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• 2006

이 논문은 구조해석에서 수치미분의 적용성에 관한 연구이다. 구조물 선형식의 미분은 구조물의 거동해석에서 반드시 필요한 수학적 계산 중의 하나이다. 아치와 같이 구조물의 선형식이 곡선인 경우에 미분식의 산출은 많은 시간과 노력을 필요로 한다. 이 연구에서는 구조해석에서 수치미분의 적용성을 아치의 자유진동 문제를 통하여 검증하였다. 전진 5차다항식으로부터 아치 곡률항의 미분값을 계산하고 이를 대수적으로 구한 곡률항과 비교하였다 이렇게 얻은 곡률항을 이용하여 최종적으로 산출한 아치의 고유진동수는 문헌해와 아주 우수하게 근접하였다. 이러한 결과로부터 구조해석에서 수치미분의 적용성과 그 결과의 정확성을 입증할 수 있었다.

• 한국재난정보학회 논문집
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• 제11권4호
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• pp.527-533
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• 2015

본 논문은 초기하중을 받는 역대칭 Cross-Ply 원통쉘의 동적특성을 고유진동수를 이용하여 해석하였다. 마주보는 두변이 단순지지된 적층 원통쉘의 운동방정식은 곡률항을 고려한 Mindlin 쉘이론과 에너지원리를 이용한 Rayleigh-Ritz법을 이용하여 유도하였다. 초기응력을 받는 적층쉘의 고유진동수, 임계좌굴계수 및 동적불안정영역 문제들을 무재하시의 무차원화 고유진동수로서 각각의 특성을 정립하였다. 본 연구에서 제안한 진동특성에 관한 간편산정식의 타당성과 사용성을 입증하기 위해 수치예를 들어 검토하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제4권4호
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• pp.181-190
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• 2000

Vibration analysis for some of simple supported antisymmetric composite laminated plate loaded uniform axial-loading and attached mass was carried out. Because it is complicated to analyze this type of plate by theory of antisymmetric laminate possibility for application of theory of special orthotropic laminate was studied, and natural frequency of laminated plate attached mass was calculated. Stiffness $B_{16}$, $B_{26}$, $D_{16}$, $D_{26}$ for this type of antisymmetric laminated plate converge on zero as the number of ply increases and it is possible to use classical theory by reason that considered plate has quasi-homogeneity without relevance to variation of angle. Difference between results by theory of antisymmetric and special orthotropic laminate is 0.36~1.96%, therefore it is convenient to analyze this by use of theory of special orthotropic laminate. When composite laminated plate with attached mass is analyzed range that Was able to neglect self-weight of plate was proposed.

• 한국해양공학회지
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• 제26권5호
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• pp.11-17
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• 2012

In this study, a damage detection method that uses sensitivity-based finite (FE) element model updating with the natural frequency and zero frequency was proposed. The stiffness matrix for a structure was modified using the sensitivity-based FE model updating method. A sensitivity analysis was used to update the FE model, and the natural frequencies and zero frequencies were considered as target parameters to supplement the information on the vibration characteristics. The locations and values of the damages were estimated from the modified stiffness matrix. Several numerical examples were considered to verify the performance of the proposed method.

• 대한기계학회논문집A
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• 제26권10호
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• pp.1997-2007
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• 2002

Composite air spindles are appropriate for the high-speed and the high-precision machining as small hole drilling of printed circuit board (PCB) or wafer cutting for manufacturing semiconductors because of the low rotational inertia, the high damping ratio and the high fundamental natural frequency of composite shaft. The axial load and stiffness of composite air spindles fur drilling operation are determined by the thrust ben ring composed of the air supply part mounted on the housing and the rotating part mounted on the rotating shaft. At high-speed rotation, the rotating part of the thrust bearing should be designed considering the stresses induced by centrifugal force as well as the axial stiffness and the natural frequency of the rotating shaft to void the shaft from failure due to the centrifugal force and resonant vibration. In this work, the air supply part of the thrust bearing was designed considering the bending stiffness of the bearing and the applied load. The rotating part of the thrust bearing was designed through finite element analysis considering the cutting forces during manufacturing as well as the static and dynamic characteristics under both the axial and con trifugal forces during high-speed rotation.

• 풍력에너지저널
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• 제9권4호
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• pp.57-64
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• 2018

To maximize power generation and reduce the construction cost of a commercial utility-grade wind turbine, the size of the wind turbine should be large. The initial design of the 12 MW University of Ulsan(UOU) Floating Offshore Wind Turbine(FOWT) was carried out based on the 5 MW National Renewable Energy Laboratory(NREL) offshore wind turbine model. The existing 5 MW NREL offshore wind turbines have been expanded to 12 MW UOU FOWT using the geometric law of similarity and then redesigned for each factor. The resonance of the tower is the most important dynamic responses of a wind turbine, and it should be designed by avoiding resonance due to cyclic load during turbine operations. The natural frequency of the tower needs to avoid being within the frequency range corresponding to the rotational speed of the blades, 1P, and the blade passing frequency, 3P. To avoid resonance, vibration can be reduced by modifying the stiffness or mass. The direct expansion of the 5 MW wind turbine support structure caused a resonance problem with the tower of the 12 MW FOWT and the tower length and diameter was adjusted to avoid a match of the first natural frequency and 3P excitation of the tower.

• 한국철도학회논문집
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• 제20권1호
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• pp.111-119
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• 2017

이 연구에서는 자기부상열차-가이드웨이 상호작용을 고려하여 자기부상철도 가이드웨이 구조물의 진동사용성을 고려한 처짐한계를 제안한다. 간략화된 자기부상철도 시스템의 운동방정식을 유도하고, 자기부상력 제어를 위한 되먹임 상수가 부상공극의 변동량이 최소가 되도록 최적화한다. 이 시스템에 대하여 자기부상열차의 운행속도, 가이드웨이 경간장, 2차 현가장치의 고유진동수와 감쇠비를 변화시켜 가며, 부상공극의 크기와 차체의 연직가속도에 대한 사용성 기준을 만족하는 가이드웨이의 처짐한계를 조사한다. 해석 결과로부터 자기부상열차의 2차 현가장치에 대한 요구 조건과 가이드웨이 구조물이 만족시켜야 하는 처짐한계를 제안한다.