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A new performance‐based seismic design method using endurance time analysis for linked column frame system and a comparison of structural systems and seismic analysis methods

Author(s): ORCID (Faculty of Civil Engineering Urmia University of Technology Urmia Iran)
ORCID (Department of Civil Engineering Malayer University Malayer Iran)
ORCID (School of Civil Engineering, College of Engineering University of Tehran Tehran Iran)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 10, v. 33
DOI: 10.1002/tal.2100
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.2100.
  • About this
    data sheet
  • Reference-ID
    10769902
  • Published on:
    29/04/2024
  • Last updated on:
    20/06/2024
 
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