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Rate-dependent similarity theory for scaling the dynamic tensile responses and failure of underground concrete silos under soil explosions

Author(s): ORCID


Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 155
Page(s): 106131
DOI: 10.1016/j.tust.2024.106131
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.tust.2024.106131.
  • About this
    data sheet
  • Reference-ID
    10802235
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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