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Parametric analysis on seismic performance of reinforced concrete frame‐shear wall structures with different setback configurations

Author(s): (Department of Disaster Mitigation for Structures, College of Civil Engineering Tongji University Shanghai China)
ORCID (Department of Disaster Mitigation for Structures, College of Civil Engineering Tongji University Shanghai China)
(Department of Disaster Mitigation for Structures, College of Civil Engineering Tongji University Shanghai China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 15, v. 31
DOI: 10.1002/tal.1970
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.1970.
  • About this
    data sheet
  • Reference-ID
    10678143
  • Published on:
    18/06/2022
  • Last updated on:
    23/09/2022
 
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