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Shear capacity of continuous pre-stressed concrete bridge girders with different static systems through vertical prestressing

Author(s): (Civil Engineering Department, Amirkabir University of Technology, Tehran, Iran)
(Civil Engineering Department, Amirkabir University of Technology, Tehran, Iran)
Medium: journal article
Language(s): English
Published in: Bridge Structures, , n. 3-4, v. 6
Page(s): 83-94
DOI: 10.3233/brs-2010-009
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: 10.3233/brs-2010-009.
  • About this
    data sheet
  • Reference-ID
    10767774
  • Published on:
    24/04/2024
  • Last updated on:
    24/04/2024
 
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