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Author:

Yan, Weiming (Yan, Weiming.) (Scholars:闫维明) | Wang, Jin (Wang, Jin.) | Xu, Weibing (Xu, Weibing.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

Particle damping technology has a lot of advantages, such as a notable effect at wide frequency bandwidth, little modification of the original structure, flexibility of layout, etc. So it has been widely researched in mechanical and aviation field, while is still in the immature period in civil engineering. Take a single degree of freedom steel frame as research object, influences of additional mass ratio, particle radius, friction coefficient of container, packing state of particles, length of the container along vibration orientation and excitation intensity were researched through free vibration experiment. The results show that, with the increasing of the particle mass, the additional damping ratio increases at the beginning and then decreases; the smaller particle shows better effect than the bigger one; increasing the friction coefficient can cause a bad effect on vibration controlling; when the particles do not pile up, the size of the container doesn't have much influence, increase the length of the container along the direction of the vibration, the effect becomes worse slightly; with the increasing of the excitation intensity, the additional damping ratio increases at first and then maintains at a certain level. All of these results indicate that particle damping technology has a good effect on reducing the vibration of single-degree freedom structure; it has a wide prospect in civil engineering.

Keyword:

Excited states Friction Degrees of freedom (mechanics) Piles Containers Damping

Author Community:

  • [ 1 ] [Yan, Weiming]Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing ; 100124, China
  • [ 2 ] [Wang, Jin]Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing ; 100124, China
  • [ 3 ] [Xu, Weibing]China Academy of Building Research, Beijing ; 100013, China

Reprint Author's Address:

  • [wang, jin]beijing laboratory of earthquake engineering and structural retrofit, beijing university of technology, beijing ; 100124, china

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Source :

China Civil Engineering Journal

ISSN: 1000-131X

Year: 2014

Volume: 47

Page: 76-82

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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