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Effect of Across-Wind Response on Tall Slender Towers of Circular Cross-Section

Author(s):
Medium: conference paper
Language(s): English
Conference: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005
Published in:
Page(s): 1-9
DOI: 10.1061/40753(171)62
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: 10.1061/40753(171)62.
  • About this
    data sheet
  • Reference-ID
    10557004
  • Published on:
    30/01/2021
  • Last updated on:
    20/09/2024
 
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