• Title/Summary/Keyword: 제진장치

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Seismic Response Control of Adjacent Structures by Semi-Active Fuzzy Control of Magneto-Rheological Damper (MR 감쇠기의 준능동 퍼지제어기법을 이용한 인접구조물의 지진응답제어)

  • Kim, Min-Seob;Ok, Seung-Yong;Park, Kwan-Soon
    • Journal of the Earthquake Engineering Society of Korea
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    • v.13 no.3
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    • pp.39-50
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    • 2009
  • In this paper, a method for reducing seismic responses of adjacent buildings is studied that involves connecting two buildings with energy-dissipating devices, such as MR dampers. For the vibration control of the adjacent buildings, a fuzzy control technique with semi-active MR dampers is proposed. A fuzzy controller, which can appropriately modulate the damping forces by controlling the input voltage in real time, is designed according to the proposed method. To verify the validity of the proposed method, numerical simulations are performed. In the numerical simulations, historical earthquake records with diverse frequency contents and different peak values are used. For the purpose of comparison, an uncontrolled system, a passive control system and a semi-active fuzzy control system are considered. The comparative results prove the effectiveness of the proposed control technique, i.e. the numerical results show that the fuzzy controlled semi-active MR dampers can effectively reduce the earthquake responses of the adjacent structures.

Study on Vibration Characteristics for Reducing Vibration of the Hopper-type Feeder (호퍼식급이기의 진동 저감을 위한 진동 특성 연구)

  • Lee, S.J.;Chang, D.I.;So, J.K.;Chang, H.H.;Yoon, T.J.
    • Journal of Animal Environmental Science
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    • v.14 no.1
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    • pp.53-60
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    • 2008
  • This study was carried out to measure and analyze the vibration levels and modes produced by a hopper type feeder used at laying hen farms, to prevent the vibration resonance and to reduce the vibration of the hopper type feeder (6-tier). The most vibration in a layer house were produced by hopper type feeder as shown the previous study. According to the measurement results, the ratio of transmissibility was as high as 100-638% for natural frequency of 170 Hz or less. And vibration simulations were taken by the results of vibration mode analysis and the weakest points to vibrations were determined accordingly. Then measurement and analysis were taken for those points. The quantities of vibration were 4.6354-4.9118 g($g=9.81^m/s^2$) by axis. In this study, it was found that hopper type feeder generated vibration as much as to influence the ratio of laying eggs of layer. And by the analysis of vibration on the weakest points, design methods and equipment were suggested for isolating/reducing of vibration by each axis.

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Improvement of Seismic Performance of Long-span Bridges using Complex Dampers (복합감쇠기를 이용한 장대교량의 내진성능향상)

  • Ha, Dong-Ho;Park, Kwan-Soon;Park, Won-Suk;Pyeon, Mu-Wook
    • Journal of the Earthquake Engineering Society of Korea
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    • v.11 no.3 s.55
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    • pp.53-62
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    • 2007
  • This paper presents a new vibration control method for long-span bridges using complex damper system. The new system presents simple mechanical configuration with oil and elasto-plastic dampers which have velocity and displacement dependency in vibration energy absorbing. This system can produce various damping forces according to the applied external forces by the velocity and displacement-dependent characteristics of the dampers. The oil damper dissipates vibration energy for relatively frequent and small amplitude like in the case for small to moderate earthquakes, whereas the elasto-plastic damper system works for rare and large amplitude vibration such as high seismic excitation. Thus, the proposed system exhibits the advantage of low cost with high performance since the roles of the two different dampers are effectively separated. A numerical model is established for the complex damper system, and the response characteristics and effectiveness of the proposed system are presented through numerical simulations. Numerical results show that the proposed complex damper system can significantly improve the seismic performance of long-span bridge structures with much more effective damping mechanism than single conventional passive damper systems.

Linewidth Reduction of a Yellow Laser by a Super-cavity and the Measurement of the Cavity Finesse (초공진기를 이용한 노란색 레이저의 선폭 축소 및 초공진기의 예리도 측정)

  • Lee, Won-Kyu;Park, Chang-Yong;Park, Sang-Eon;Ryu, Han-Young;Yu, Dai-Hyuk;Mun, Jong-Chul;Suh, Ho-Suhng
    • Korean Journal of Optics and Photonics
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    • v.21 no.3
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    • pp.123-128
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    • 2010
  • Sum frequency generation was utilized to obtain a yellow laser with the wavelength of 578.4 nm for a probe laser of an Yb lattice clock. The output of an Nd:YAG laser with wavelength of 1319 nm and that of an Yb-fiber laser with wavelength of 1030 nm were passed through a waveguided periodically-poled lithium niobate (WG-PPLN) for sum frequency generation. It is required that the probe laser has a linewidth of the order of 1 Hz to fully resolve the Yb lattice clock transition. Thus, the linewidth of the probe laser was reduced by stabilizing the frequency to a super-cavity. This was made of ULE with a low thermal expansion coefficient, and was mounted on an active vibration-isolation table at the optimal point for the reduced sensitivity to vibration. Also, this was installed in a vacuum chamber, and the temperature was stabilized to 1 mK level. This system was installed in an acoustic enclosure to block acoustic noise. The finesse of the super-cavity was measured to be 380 000 from the photon life time of the cavity.