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Theoretical study on the nonlinear contact mechanism of reinforced self‐centering bridge pier system based on the Winkler model

Author(s): (Ministry‐of‐Education Key Laboratory of Structural Dynamic Behavior and Control Harbin Institute of Technology Harbin China)
ORCID (Ministry‐of‐Education Key Laboratory of Structural Dynamic Behavior and Control Harbin Institute of Technology Harbin China)
ORCID (Ministry‐of‐Education Key Laboratory of Structural Dynamic Behavior and Control Harbin Institute of Technology Harbin China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 15, v. 52
Page(s): 5033-5049
DOI: 10.1002/eqe.3997
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.3997.
  • About this
    data sheet
  • Reference-ID
    10735052
  • Published on:
    03/09/2023
  • Last updated on:
    14/01/2024
 
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