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Column Base Flexibility Effects on the Seismic Performance of Single-bay Single-story Steel Moment Frames

Author(s): ORCID (Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran)
ORCID (Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand)
ORCID (International Institute of Earthquake Engineering and Seismology (IIEES), Tehran, Iran)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 8, v. 27
Page(s): 1-19
DOI: 10.1080/13632469.2022.2104962
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: 10.1080/13632469.2022.2104962.
  • About this
    data sheet
  • Reference-ID
    10697070
  • Published on:
    12/12/2022
  • Last updated on:
    30/05/2023
 
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