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Design theory and numerical analysis of earthquake‐resilient joint with slotted bolted connection

Author(s): ORCID (Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering Fujian University of Technology Fuzhou China)
ORCID (Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering Fujian University of Technology Fuzhou China)
(Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering Fujian University of Technology Fuzhou China)
(Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering Fujian University of Technology Fuzhou China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 16, v. 32
DOI: 10.1002/tal.2053
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.2053.
  • About this
    data sheet
  • Reference-ID
    10734758
  • Published on:
    03/09/2023
  • Last updated on:
    14/01/2024
 
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