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Cyclic behavior of bridge columns with partially unbonded seven-wire steel strands to increase post-yield stiffness

Author(s):


Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 258
Page(s): 114112
DOI: 10.1016/j.engstruct.2022.114112
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.2022.114112.
  • About this
    data sheet
  • Reference-ID
    10659985
  • Published on:
    23/03/2022
  • Last updated on:
    23/03/2022
 
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