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Research on calculation of unbonded tendon stress increment in prestressed concrete two-way slab during service stage

Author(s):


Medium: journal article
Language(s): English
Published in: Case Studies in Construction Materials, , v. 17
Page(s): e01515
DOI: 10.1016/j.cscm.2022.e01515
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.cscm.2022.e01515.
  • About this
    data sheet
  • Reference-ID
    10702263
  • Published on:
    11/12/2022
  • Last updated on:
    16/12/2022
 
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