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Nonlinear displacement ratio for seismic design of self-centering buckling-restrained braced steel frame considering trilinear hysteresis behavior

Author(s):


Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 158
Page(s): 199-222
DOI: 10.1016/j.engstruct.2017.12.026
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: 10.1016/j.engstruct.2017.12.026.
  • About this
    data sheet
  • Reference-ID
    10328349
  • Published on:
    25/07/2019
  • Last updated on:
    04/08/2019
 
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