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作者:

Du, Xiuli (Du, Xiuli.) (学者:杜修力) | Liao, Weizhang (Liao, Weizhang.) | Niu, Dongxu (Niu, Dongxu.)

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摘要:

Severe vibration of underground structures may be induced under blast loads. According to the characteristics of the explosion-induced ground shock wave, a new-type damper, inverse control magnetorheological (MR) damper was designed to control the vibration. The high-frequency performance test of the MR damper was carried out on the small shaking table. It is shown that the performance can be modeled by the use of the modified Bouc-Wen model, and the parameters of the model keep stable in the range of 15-50 Hz.

关键词:

Blasting Damping Design Explosions Loads (forces) Magnetos Mathematical models Performance Rheology Shock waves Underground structures Vibration control

作者机构:

  • [ 1 ] [Du, Xiuli]Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Liao, Weizhang]Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Niu, Dongxu]Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100022, China

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来源 :

Transactions of Tianjin University

ISSN: 1006-4982

年份: 2006

期: SUPPL.

卷: 12

页码: 61-64

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