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Experimental and numerical investigations on cyclic behaviors of precast segmental bridge piers with the hybrid of high-strength bars and unbonded prestressing tendons

Author(s):



Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 3, v. 24
Page(s): 136943322095681
DOI: 10.1177/1369433220956814
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: 10.1177/1369433220956814.
  • About this
    data sheet
  • Reference-ID
    10444327
  • Published on:
    05/10/2020
  • Last updated on:
    05/10/2020
 
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