• Bulletin of the Society of Naval Architects of Korea
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• v.31 no.3
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• pp.43-47
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• 1994

이 글에서는 선체 상부구조 진동제어를 위하여 최근에 개발된 장치들에 대하여 살펴보았다. 앞 에서 언급된 바와 같이 이들 대부분은 조선 제 1국인 일본에서 개발된 것이며, 최근 들어와 국 내에서도 이에 관한 관심이 많아져 늦게나마 연구가 시작되었으나 한두편의 기초연구를 제외하 고는 국내에서 아직 구체적 개발사례가 발표되지 않고 있다. (예로서,'9', '10'). 개발된 장치들을 잘 살펴보면 기본원리 측면에서 전혀 새로운 것이 아니며 제작상의 어려움도 그리 크지 않을 것으로 판단되는 데, 국내에서는 이러한 장치들에 관한 실용화연구들이 너무 소흘히 다루어진 감이 없지 않으며 앞으로 활성화되어야 할 연구분야의 하나임이 분명하다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.106-109
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• 2010

구조시스템의 동적 특성은 구조 모델 업데이트, 구조 헬스 모니터링, 구조 제어 분야에서 기초자료로 활용되기 때문에 많은 연구자들의 관심을 받고 있다. 본 논문에서는 부유식구조물의 축소모형을 대상으로 진동실험을 수행하였으며, 계측한 실험데이터로부터 고유진동수와 모드형상을 추출하였다. 실험에서 구한 진동특성 결과는 유한요소 모델의 결과와 비교하였으며, 계측한 모드형상과 수치해석으로 계산된 모드형상의 상관관계를 수록하였다.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.20 no.11
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• pp.2107-2112
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• 2016

This paper is designed to develop a Gimbal control stabilizer for drones Gimbal system control for drone for 3D image to make sure clean image in the shaking and wavering environments of drone system. The stabilizer is made of tools which support camera modules and IMU(Inertial Measurement Unit) sensor modules follow exact angles, which can brock vibrations outside of the camera modules. It is difficult for the camera modules to get clean image, because of irregular movements and various vibrations produced by flying drones. Moreover, a general PID controller used for the movements of rolling, pitching and yawing in order to control the various vibrations of various frequencies needs often to readjust PID control parameters. Therefore, this paper aims to conduct the Intelligent-PID controller as well as design the Gimbal control stabilizer to get clean images and to improve irregular movements and various vibrations problems referenced above.

• Journal of KSNVE
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• v.5 no.3
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• pp.284-291
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• 1995

본 글에서와 같이 SMA 작동기는 전류 압력만으로 유연 구조물 시스템의 형상 이나 전동을 제어할 수 있으므로 작동기의 구조를 매우 간단히 할 수 있으머, 또한 작동기의 무게에 비하여 큰힘이나 변위를 제어할 수 있다는 장점이 있다. 이를 이용 하여 각종 제조분야 및 첨단 항공우주 산업에 이르기까지 매우 다양한 분야에 응용이 가능하다. 그러나, 현재 우리나라의 경우 SMA에 대한 연구는 미미한 상태이다. 새로운 SMA 재료와 이를 응용한 매카니즘에 대한 연구와 개발이 절실하며 이를 위한 과감한 투자가 요구된다. 또한 정확하고 견실한 제어를 위하여 SMA 작동기의 다양한 특성을 보다 심도있게 파악하고, 강건한 제어기를 적용하여 외부 환경의 영향을 최소화하는 연구가 필요하다. 나아가서 제어 메카니즘의 구동 장치 등의 적용을 위한 이방향성 SMA의 특성과 제어기법에 대한 연구도 병행해서 수행되어야 할 것으로 생각된다.

• Journal of Korean Association for Spatial Structures
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• v.12 no.1
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• pp.99-108
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• 2012

Vibration control devices are classified into passive, semi-active and active device. TMD(Tuned Mass Damper) is one of the passive control device that is mainly used to reduce vibration level of building structure and bridge structure. In this study, the application of passive tuned mass damper(TMD) to seismic response control of dome structures has been investigated. Because star dome structure has primary characteristics of dome structures, star dome structure was used as an example dome structure that is subjected to horizontal or vertical seismic loads. From this numerical analysis, it is shown that seismic response are influenced by vibration modes and it is reasonable to install TMD to the dominant points of each mode. And it is found that the passive TMD could effectively reduce the seismic responses of dome structure.

• Journal of the Earthquake Engineering Society of Korea
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• v.5 no.1
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• pp.13-19
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• 2001

본 연구에서는 진동제어를 목적으로 강성이 비대칭적으로 분포된 구조물에 점탄성 감쇠기를 설치할 경우 비틀림 응답을 줄이기 위한 감쇠기의 효과적인 배치방법에 관하여 연구하였다. 비대칭 구조물의 응답에 미치는 점탄성 감쇠기의 효과를 알아보기 위하여 비대칭 비비례감쇠시스템의 특성방정식을 유도하고, 고유치해석을 통해 감쇠기가 설치된 비틀림 건물의 거동특성을 파악하였다. 이를 바탕으로 강성 편심 및 진동수비에 따른 최적 감쇠 편심을 찾아 이를 3차원 그래프로 나타내었다. 이를 이용하여 비대칭건물에 감쇠기를 설치했을 때 같은 양의 감쇠기를 대칭으로 설치하였을 때 보다 그 효과가 더욱 향상되는 것으로 나타났다. 또한 비대칭 건물의 비틀림제어면에서 점탄성 감쇠기가 점점 감쇠기보다 우수한 것으로 나타났다.

• Journal of Korean Society of Steel Construction
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• v.16 no.1 s.68
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• pp.73-79
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• 2004

Tuned Mass Damper (TMD) was applied to control the vibration of an offshore structure due to ocean waves. The errors caused by the linearization of the fluid-structure interaction effect and the phenomena when using the linearized equation of motion in TMD design were analyzed. To determine the performance of TMD in controlling vibration, both regular waves with varying periods and irregular waves with different significant wave heights were used. When the offshore structure received regular waves with a period similar to the first natural period of structure. TMD performed well in terms of response reduction. Such was not the case for the other periods. however, In the case of irregular waves, TMD triggered the reduction of structural response for waves with relatively small significant wave height. For irregular waves with relatively big significant wave height, however, TMD did not show any control effect. Therefore, TMD is useful in reducing offshore structural vibration due to ambient waves, thereby helping secure fatigue life.

• The Journal of the Acoustical Society of Korea
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• v.11 no.3
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• pp.25-39
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• 1992

Undesired vibratory motion of a simply supported plate is controlled with piezoelectric sensors and actuators. Appropriate dynamic equations of the sensor and actuator are derived and coupled with the dynamic equation of the plate for the construction of an active feedback vibration control system. Analytic solutions are obtained for amplitude response of the plate, reflecting the combined effect of external driving forces and piezoelectric control moments. Numerical examples are presented to illustrate the effectiveness of this approach for two types of external forces, i.e. a concentrated point load and a piezoelectric plate driver. Calculation results show that the sensors and actuators can be efficient tools to mitigate the sensitivity of the structure to external sources of vibration. The method investigated in this work is applicable to arbitrary external loading conditions and control algorithms.

• Journal of Korean Association for Spatial Structures
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• v.11 no.2
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• pp.89-99
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• 2011

In this study, a smart base isolation system has been proposed to reduce dynamic responses of a spacial structure subjected to seismic excitation. MR dampers and low damping elastomeric bearings were used to compose a smart base isolation system and its vibration control performance has been investigated compared to that of the optimally designed lead-rubber bearing (LRB) isolation system. Control performance of smart base isolation system depends on control algorithm. Fuzzy controller was used in this study to effectively control the spacial structure having a smart base isolation system. Dynamic responses of the spacial structure with isolation system is conflict with base drifts and thus these two responses are selected as objective functions to apply multi-objective genetic algorithm to optimization of fuzzy controller. Based on numerical simulation results, it has been shown that the smart base isolation system proposed in this study can drastically reduce base drifts and seismic responses of the example spacial structure in comparison with the optimally designed LRB isolation system.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.14 no.3
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• pp.473-485
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• 1994

Vibration control of concrete slab mounting precision instrument is needed to make the working vibration environments in frequency domain as well as time domain. In order to take the vibration control countermeasures, signal and system analyses of the concrete slab are processed. Through them the dynamic responses of concrete slab are obtained in frequency domain, and frequency response functions are acquired by exciting the concrete slab and measuring dynamic responses at various points across its surface. The dynamic characteristics of concrete slab are determined by experimental modal analysis. Based on modal parameters from a set of frequency response function measured, it is possible to investigate the effects of potential design modifications and reduce the dynamic response of concerned point by moving or suppressing an objectionable modal resonance conditions through structural dynamics modification.