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Numerical simulation of fatigue behavior for cable-stayed orthotropic steel deck bridges using mixed-dimensional coupling method

Author(s):


Medium: journal article
Language(s): English
Published in: KSCE Journal of Civil Engineering, , n. 6, v. 21
Page(s): 2338-2350
DOI: 10.1007/s12205-016-1117-x

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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: 10.1007/s12205-016-1117-x.
  • About this
    data sheet
  • Reference-ID
    10173182
  • Published on:
    10/12/2018
  • Last updated on:
    10/12/2018
 
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