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Wind‐Induced Nonlinear Lateral‐Torsional Buckling of Cable‐Stayed Bridges

Author(s):


Medium: journal article
Language(s): English
Published in: Journal of Structural Engineering (ASCE), , n. 2, v. 120
Page(s): 486-506
DOI: 10.1061/(asce)0733-9445(1994)120:2(486)

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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: 10.1061/(asce)0733-9445(1994)120:2(486).
  • About this
    data sheet
  • Reference-ID
    10116470
  • Published on:
    02/12/2018
  • Last updated on:
    02/12/2018
 
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