Performance‐Based Seismic Retrofitting of Steel Frames by th…

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  • DOI 10.1193/081312eqs262m
  • OpenAlex ID W2153268047
  • Type Article
  • Language EN
  • Published 29 Oct 2013
  • Volume 31 (1)
  • Pages 383–402
  • Source Earthquake Spectra
  • Publisher SAGE Publishing
  • FWCI 5.07
  • Countries 1
  • Institutions 1
  • Added 10 Oct 2025
  • Updated 01 Oct 2026
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Performance‐Based Seismic Retrofitting of Steel Frames by the Endurance Time Method

Article 2013 EN

The endurance time method (ET) is a dynamic analysis procedure in which intensifying dynamic excitations are used as the loading function. Seismic performance is evaluated over the entire range of equivalent seismic intensities of interest in each response history analysis, considerably reducing computational demand. In this paper, a general methodology for performance‐based retrofitting of typica…

32

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21

References

2

Authors

5.07

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1 A. R. Mirzaee Corresponding Sharif University of Technolog… (IR) —
2 Homayoon Esmailpur Estekanchi Corresponding Sharif University of Technolog… (IR)
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