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Comparison of the seismic‐resilient design of seismically isolated reinforced concrete frame structures using two codes

Author(s): (School of Civil and Transportation Engineering Beijing University of Civil Engineering and Architecture Beijing China)
ORCID (School of Civil and Transportation Engineering Beijing University of Civil Engineering and Architecture Beijing China)
(School of Civil and Transportation Engineering Beijing University of Civil Engineering and Architecture Beijing China)
(School of Civil and Transportation Engineering Beijing University of Civil Engineering and Architecture Beijing China)
ORCID (School of Civil and Transportation Engineering Beijing University of Civil Engineering and Architecture Beijing China)
(School of Civil and Transportation Engineering Beijing University of Civil Engineering and Architecture Beijing China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 14, v. 30
DOI: 10.1002/tal.1886
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: 10.1002/tal.1886.
  • About this
    data sheet
  • Reference-ID
    10624211
  • Published on:
    26/08/2021
  • Last updated on:
    14/09/2021
 
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