• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1992.08a
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• pp.106-113
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• 1992

쇄파대에서 파고의 감쇠 및 내부유속장에 대한 이해는 표사문제 및 해안구조물의 설계 등에 있어서 중요하다(Nadaoka and Kondoh, 1982). 특히 해빈변형의 예측문제에 있어서 가장 중요한 문제의 하나는 쇄파대 내ㆍ외에서 저면마찰력과 표사량을 정도 높게 계산하는 것이다.(중략)

• Proceedings of the Korea Information Processing Society Conference
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• 2023.11a
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• pp.1173-1174
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• 2023

Shock Absorber 는 Suspension 부품 중 하나로 감쇠력을 통해 스프링의 수축을 제어함으로써 차량의 승차감 및 안정성을 향상시키는 장치이다[1]. 그러나, 스프링의 상하운동을 억제하기 위해 Shock Absorber 가 압축·인장 됨으로써 소음이 발생하여 탑승객을 불편하게 한다. 본 논문에서는 이에 대한 계측을 통해 원인을 파악하고 NVH 를 개선하여 승차감 향상을 도모한다.

• Journal of Convergence for Information Technology
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• v.11 no.9
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• pp.130-137
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• 2021

The characteristics of forced vibration by an external excitation force having a frequency were analyzed according to the amplitude and frequency of the excitation force. To obtain displacement, velocity, and acceleration, numerical analysis was performed to obtain the frequency response, and in particular, each FRF(Frequency Response Function) was analyzed to reveal the location of the system natural frequency and excitation frequency in the frequency domain. In the vibration model caused by external excitation, the natural frequency and distribution of the surrounding excitation mode in displacement, velocity and acceleration FRF. The FRF was also shown in the power spectrum and FRF of real and imaginary parts. The external excitation force was approximated with the excitation force of a sine wave by giving the amplitude and frequency, the mode generated by this excitation force could be distinguished. After numerical analysis by changing the equivalent mass, damping and stiffness, the forced vibration response characteristics by external excitation force were systematically analyzed.

• Proceedings of the KSME Conference
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• 2001.06e
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• pp.185-190
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• 2001

Rotating disks are used in various machines such as floppy disks, hard disk, turbines and circular sawblades. The problems of vibrations of rotating disks are important in improving these machines. Many investigators have dealt with these problem. Specially, vibrations of a rotating flexible disk taking into account the effect of air is difficult problem in simulation. The governing equation of a rotating flexible disk coupled to the surrounding fluid is investigated by a simple mathematical model. And several important parameters concerned with the stability of a rotating flexible disk are defined. Coupling strength between air and rotating flexible disk is proportional to square of disk radius directly and square root of the all of bending rigidity, disk density and thickness inversely. Lift-to-damping coefficient has relation to the onset of disk flutter.

• Journal of Advanced Marine Engineering and Technology
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• v.22 no.3
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• pp.328-336
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• 1998

Marine reduction gears are usually used to increase the propulsion efficiency of propellers for ships powered by medium and small sized high speed diesel engines. Most of shaft systems adopt flexible couplings to absorb the transmitted vibratory torque from the engines to the reduction gears and to prevent the chattering phenomenon of reduction gears. However some elastic couplings show non-linear characteristics due to the variable torque transmitted from the main engines and the change of ambient temperature. In this study dynamic characteristics of flexible couplings sare investigated and their effects upon various vibratory conditions of propulsion systems are clarified. A calculation program of torsional vibration for the propulsion systems are clarified. A calculation program of Results of the program developed are compared with ones of the existing linear method and propulsion systems with the elastic couplings the transfer matrix method is adopted which is found to give satisfied results.

• Journal of the KSME
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• v.35 no.10
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• pp.917-923
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• 1995

회전체 진동은 주로 밸런싱에 의해 줄일수 있지만 위험속도에서 나타나는 회전체 진동은 종종 피할 수 없다. 전자기 베어링은 이러한 회전체 진동을 능동적으로 제어하는 방법으로써 사용된다. 비접촉으로 회전체에 힘을 작용하는 동흡진기(dynamic vibration absorber)는 기존의 것에 비해 새로운 것을 필요로 하지 않는 아주 간단한 방법이다. 영구자석으로 구성된 자석 댐퍼는 비접 촉동흡진기의 일종이지만 영구자석만으로는 적절한 감쇠 성능을 만족시킬 수 없다. 따라서 영 구자석과 전자석을 동시에 사용하는 하이브리드 자석이 넓은 운전영역에서 좋은 진동제어 성능을 자지기 때문에 유용하다. 전력공급의 편리성을 위해서 하이브리드 자석을 합진기쪽에 설치하고 여러 개의 편으로 된 영구자석은 회전체의 주위에 부착하였다. 본 연구의 목적은 수직 회전 체(vertical rotor)의 진동을 제어하기 위해서 전자기력을 이용하는 하이브리드 관성 댐퍼를 개 발하는 것이다. 지금까지 전자석을 이용한 진동제어는 여러 저자에 의해 연구되어 왔으며 자기 베어링은 회전체의 진동을 제어하기 위한 전형적인 예이다. 그러나 회전체에 능동관성 댐퍼를 직접 적용한 예는 없었다. 이동흡진기는 전자석의 반발력(repulsive force)을 이용하고 흡진기의 운동에 의해 에너지가 감쇠된다. 반면에 자기 베어링에서는 전자석의 흡인력(attractive force)을 이용한다.

• Transactions of the Korean Society of Machine Tool Engineers
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• v.13 no.2
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• pp.112-119
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• 2004

This paper discussed on the effect of an internal damping on the stability of an elastic material subjected to dry friction force. Dry friction forces act tangentially at the contact surface between a moving belt and elastic material. The elastic material on a belt moving is modeled for simplicity into a cantilevered beam subjected to distributed follower force. In the analysis, the discretized equations derived according to finite element method are used. The impulse response of the beam are studied by the mode superposition method to observe the growth rate of the motion. It is found that the internal damping in cantilevered beam subjected to distributed follower force may act destabilizing.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.480-483
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• 2010

착륙장치는 완충장치를 이용하여 항공기 착륙 시의 충격을 흡수하는 역할을 한다. 여러 방식의 완충장치가 있으나, Oil에 의한 감쇠력과 Gas에 의한 스프링력을 이용하여 에너지를 흡수하는 유공압 방식이 가장널리 사용되고 있다. 착륙장치 성능해석에서는 다양한 착륙조건에 대한 Dynamic simulation을 통해 최적의 Orifice 형상과 Gas spring 특성을 결정하고, 설계에 필요한 착륙하중을 구하게 된다. 이 논문에서는 상용 프로그램인 VI-Aircraft를 이용한 착륙장치 성능해석 과정을 소개한다. 유공압 완충장치의 모델링 및 Landing simulation 결과를 분석하고, 이에 따른 완충효율 최적화 과정을 제시한다.

• Journal of the Korean Society for Precision Engineering
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• v.21 no.11
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• pp.179-185
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• 2004

The effect of viscous damping on stability of beam resting on an elastic foundation subjected to a dry friction force is analytically studied. The beam resting on an elastic foundation subjected to dry friction force is modeled for simplicity into a beam resting on Kelvin-Voigt type foundation subjected to distributed follower load. In particular, the effects of four boundary conditions (clamped-free, clamped-pinned, pinned-pinned, clamped-clamped) on the system stability are considered. The critical value and instability type of columns on the elastic foundation subjected to a distributed follower load is investigated by means of finite element method for four boundary conditions. The elastic foundation modulus, viscous damping coefficient and boundary conditions affect greatly both the instability type and critical load. Also, the increase of damping coefficient raises the critical flutter load (stabilizing effect) but reduces the critical divergence load (destabilizing effect).

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.5
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• pp.601-611
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• 2016

The research, development and use of seismic isolation systems have been increasing with the gradual development of structure safety assurance methods for earthquakes. The High Damping Rubber Bearing (HDRB), one type of seismic isolation system, is a Laminated Rubber Bearing using special High Damping Rubber. However, as its damping function is slightly lower than that of the Lead Rubber Bearing, a similar seismic isolation system, its utilization has not been high. However, the HDRB has a superior damping force to the Natural Rubber Bearing, which has similar materials and shapes, and the existing Lead Rubber Bearing has a maleficence problem in that it contains lead. Thus, studies on HDRBs that do not use lead have increased. In this study, a test targeting the HDRB was done to examine its various dependence properties, such as its compressive stress, frequency and repeated loading. To evaluate the HDRB's seismic performance in response to several earthquake waves, the shaking table test was performed and the results analyzed. The test used the downscaled bridge model and the HDRB was divided into seismic and non-seismic isolation. Consequently, when the HDRB was applied, the damping effect was higher in the non-seismic case. However, its responses on weak foundations, such as in Mexico City, represented increased shapes. Thus, its seismic isolator.