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Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing

Author(s):

ORCID
ORCID
Medium: journal article
Language(s): English
Published in: Soil Dynamics and Earthquake Engineering, , v. 152
Page(s): 107039
DOI: 10.1016/j.soildyn.2021.107039
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.2021.107039.
  • About this
    data sheet
  • Reference-ID
    10639240
  • Published on:
    30/11/2021
  • Last updated on:
    30/11/2021
 
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