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A study of wind effect on damping and frequency of a long span cable-stayed bridge from rational function approximation of self-excited forces

Author(s):

Medium: journal article
Language(s): English
Published in: Wind & Structures, , n. 1, v. 11
Page(s): 71-73
DOI: 10.12989/was.2008.11.1.071

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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: 10.12989/was.2008.11.1.071.
  • About this
    data sheet
  • Reference-ID
    10423900
  • Published on:
    08/06/2020
  • Last updated on:
    08/06/2020
 
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