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作者:

Liang, H.-T. (Liang, H.-T..) | Wu, J.-Z. (Wu, J.-Z..) | Zhang, Y.-G. (Zhang, Y.-G..)

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摘要:

The parameter of a kind of viscous damper is obtained through pseudo-dynamic test, and the passive control shaking table experiment of a double-layer reticulated shell with some bottom chords replaced by the dampers are carried out, in which several earthquake ground motions of different magnitudes are input. The result indicates that the vibration of the shell with dampers is obviously reduced compared with that without dampers. And the comparison of the experimental result and the theoretical simulation is made, from which good consistence is shown; earthquake reduction factor.

关键词:

Earthquake reduction factor; Passive control; Reticulated shell; Shaking table experiment; Viscous damper

作者机构:

  • [ 1 ] [Liang, H.-T.]Spatial Structures Research Center, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Wu, J.-Z.]Spatial Structures Research Center, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Zhang, Y.-G.]Spatial Structures Research Center, Beijing University of Technology, Beijing 100022, China

通讯作者信息:

  • [Liang, H.-T.]Spatial Structures Research Center, Beijing University of Technology, Beijing 100022, China

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来源 :

Journal of Earthquake Engineering and Engineering Vibration

ISSN: 1000-1301

年份: 2003

期: 4

卷: 23

页码: 178-182

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