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Effect of frequency dependence of large mass ratio viscoelastic tuned mass damper on seismic performance of structures

Author(s):



Medium: journal article
Language(s): English
Published in: Soil Dynamics and Earthquake Engineering, , v. 130
Page(s): 105998
DOI: 10.1016/j.soildyn.2019.105998
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1016/j.soildyn.2019.105998.
  • About this
    data sheet
  • Reference-ID
    10403329
  • Published on:
    28/12/2019
  • Last updated on:
    28/12/2019
 
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