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Numerical model for time-dependent cracking and deflection of large-span concrete bridge structures

Author(s): (School of Civil Engineering, Southeast University, Nanjing, China)
(School of Civil Engineering, Southeast University, Nanjing, China)
(ATCDI Engineering Intelligent Maintenance Tech Co., Ltd, Hefei, China)
(ATCDI Engineering Intelligent Maintenance Tech Co., Ltd, Hefei, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-16
DOI: 10.1080/15732479.2024.2390465
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: 10.1080/15732479.2024.2390465.
  • About this
    data sheet
  • Reference-ID
    10791391
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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