Reduction seismic response with heavily‐damped vibration absorbers
作者:
Roberto Villaverde,
期刊:
Earthquake Engineering&Structural Dynamics
(WILEY Available online 1985)
卷期:
Volume 13,
issue 1
页码: 33-42
ISSN:0098-8847
年代: 1985
DOI:10.1002/eqe.4290130105
出版商: John Wiley&Sons, Ltd
数据来源: WILEY
摘要:
AbstractIt is shown that two of the damping ratios of certain systems composed of a building and a small attachment in resonance are given by the average of the damping ratios of the two independent components. Based on this fact and the fact that the seismic response of a building can always be reduced by increasing its damping, it is demonstrated that the attachment of a small heavily‐damped system in resonance can increase the damping of a building and reduce thus its response to earthquake excitations. Numerical solutions are presented to confirm the demonstration, and recommendations are given to calculate the parameters of such system
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