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Bi-directional wind-induced vibration control of high-rise buildings using bi-directional rail variable friction pendulum-tuned mass damper

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.engstruct.2024.117557.
  • About this
    data sheet
  • Reference-ID
    10758246
  • Published on:
    15/03/2024
  • Last updated on:
    15/03/2024
 
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