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Performance-based seismic assessment of shield tunnels by incorporating a nonlinear pseudostatic analysis approach for the soil-tunnel interaction

Author(s):




Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 114
Page(s): 103981
DOI: 10.1016/j.tust.2021.103981
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.2021.103981.
  • About this
    data sheet
  • Reference-ID
    10607272
  • Published on:
    15/05/2021
  • Last updated on:
    15/05/2021
 
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