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Uniaxial material model with softening for simulating the cyclic behavior of steel tubes in concrete‐filled steel tube beam‐columns

Author(s): (State Key Laboratory of Disaster Reduction in Civil Engineering & Department of Structural Engineering Tongji University Shanghai China)
ORCID (State Key Laboratory of Disaster Reduction in Civil Engineering & Department of Structural Engineering Tongji University Shanghai China)
ORCID (Civil Engineering Institute École Polytechnique Fédérale de Lausanne (EPFL) Lausanne Switzerland)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics
DOI: 10.1002/eqe.4204
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.4204.
  • About this
    data sheet
  • Reference-ID
    10791674
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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