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Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part II: Bending moment acting on the pylons and stress on the stays

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Structures, , n. 10, v. 32
Page(s): 3301-3312
DOI: 10.1016/j.engstruct.2010.07.002

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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: 10.1016/j.engstruct.2010.07.002.
  • About this
    data sheet
  • Reference-ID
    10165570
  • Published on:
    06/12/2018
  • Last updated on:
    06/12/2018
 
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