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Fiber‐based hysteretic model for simulating strength and stiffness deterioration of steel hollow structural section columns under cyclic loading

Author(s):

Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 15, v. 49
Page(s): 1702-1720
DOI: 10.1002/eqe.3324
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.3324.
  • About this
    data sheet
  • Reference-ID
    10428101
  • Published on:
    30/07/2020
  • Last updated on:
    13/11/2020
 
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