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Simplified prediction of wind-induced response and stability limit of slender long-span suspension bridges, based on modified quasi-steady theory: A case study

Author(s):


Medium: journal article
Language(s): English
Published in: Journal of Wind Engineering and Industrial Aerodynamics, , n. 12, v. 98
Page(s): 730-741
DOI: 10.1016/j.jweia.2010.06.009
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.jweia.2010.06.009.
  • About this
    data sheet
  • Reference-ID
    10357430
  • Published on:
    13/08/2019
  • Last updated on:
    13/08/2019
 
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