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Hybrid simulation of a partial‐strength steel–concrete composite moment‐resisting frame endowed with hysteretic replaceable beam splices

Author(s): ORCID (Department of Civil Environmental and Mechanical Engineering University of Trento Trento Italy)
ORCID (Department of Civil Environmental and Mechanical Engineering University of Trento Trento Italy)
ORCID (Department of Civil Environmental and Mechanical Engineering University of Trento Trento Italy)
ORCID (Department of Civil Environmental and Mechanical Engineering University of Trento Trento Italy)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 1, v. 52
Page(s): 51-70
DOI: 10.1002/eqe.3744
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.3744.
  • About this
    data sheet
  • Reference-ID
    10696453
  • Published on:
    11/12/2022
  • Last updated on:
    16/12/2022
 
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