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Design optimization of low‐damage self‐centering precast concrete frame connections to improve energy dissipation capacity

Author(s): (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education Southeast University Nanjing China)
(School of Architecture Engineering Nanjing Institute of Technology Nanjing China)
ORCID (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education Southeast University Nanjing China)
(College of Civil Engineering Nanjing Forestry University Nanjing China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 8, v. 30
DOI: 10.1002/tal.1850
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.1850.
  • About this
    data sheet
  • Reference-ID
    10601112
  • Published on:
    17/04/2021
  • Last updated on:
    15/05/2021
 
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