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The anchorage-slip effect on direct displacement-based design of R/C bridge piers for limiting material strains

Author(s):
Medium: journal article
Language(s): English
Published in: Computers and Concrete, , n. 6, v. 11
Page(s): 493-513
DOI: 10.12989/cac.2013.11.6.493
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: 10.12989/cac.2013.11.6.493.
  • About this
    data sheet
  • Reference-ID
    10373657
  • Published on:
    29/08/2019
  • Last updated on:
    29/08/2019
 
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