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Precast concrete column base with replaceable energy dissipation connectors: Quasi‐static tests and numerical research

Author(s): ORCID (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education Southeast University Nanjing China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education Southeast University Nanjing China)
ORCID (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education Southeast University Nanjing China)
(Key Laboratory of Roads and Railway Engineering Safety Control (Shijiazhuang Tiedao University) Ministry of Education Shijiazhuang China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education Southeast University Nanjing China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 5, v. 51
Page(s): 1038-1057
DOI: 10.1002/eqe.3603
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/eqe.3603.
  • About this
    data sheet
  • Reference-ID
    10656734
  • Published on:
    17/02/2022
  • Last updated on:
    23/03/2022
 
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