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Experimental investigation of seismic behavior of precast pier‐footing socket connection with different design parameters

Author(s): ORCID (Key Laboratory of Structural Engineering of Jiangsu Province Suzhou University of Science and Technology Suzhou PR China)
ORCID (School of Civil Engineering Southeast University Nanjing China)
(School of Civil Engineering Southeast University Nanjing China)
(Jiangsu Construction Bureau of Transportation Engineering Nanjing China)
(China Design Group Co. Ltd. Nanjing China)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202300236
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/suco.202300236.
  • About this
    data sheet
  • Reference-ID
    10758142
  • Published on:
    23/03/2024
  • Last updated on:
    23/03/2024
 
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