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Parametric study of cable-stayed bridge response due to traffic-induced vibration

Author(s):
Medium: journal article
Language(s): English
Published in: Computers & Structures, , n. 2, v. 47
Page(s): 321-339
DOI: 10.1016/0045-7949(93)90383-o

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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: 10.1016/0045-7949(93)90383-o.
  • About this
    data sheet
  • Reference-ID
    10277962
  • Published on:
    05/01/2019
  • Last updated on:
    05/01/2019
 
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