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A quasi-tuned-mass-damper design concept for mitigating the dynamic displacement demand of tall piers

Author(s): ORCID


Medium: journal article
Language(s): English
Published in: Soil Dynamics and Earthquake Engineering, , v. 155
Page(s): 107172
DOI: 10.1016/j.soildyn.2022.107172
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.2022.107172.
  • About this
    data sheet
  • Reference-ID
    10657625
  • Published on:
    17/02/2022
  • Last updated on:
    17/02/2022
 
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