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An approach for identification of bridge bending stiffness distribution using improved Gaussian peak function

Author(s):



Medium: journal article
Language(s): English
Published in: Journal of Sound and Vibration, , v. 573
Page(s): 118218
DOI: 10.1016/j.jsv.2023.118218
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.jsv.2023.118218.
  • About this
    data sheet
  • Reference-ID
    10777285
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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