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Influence of Transient and Partial Footing Separation on the Seismic Response of Skewed Bridges with Soil Support

Author(s): (Department of Civil and Environmental Engineering, the University of Auckland, New Zealand)
(Department of Civil and Environmental Engineering, the University of Auckland, New Zealand)
(Department of Civil and Environmental Engineering, the University of Auckland, New Zealand)
(Department of Civil and Environmental Engineering, the University of Auckland, New Zealand)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 9, v. 21
Page(s): 2150132
DOI: 10.1142/s0219455421501327
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: 10.1142/s0219455421501327.
  • About this
    data sheet
  • Reference-ID
    10610153
  • Published on:
    08/06/2021
  • Last updated on:
    26/08/2021
 
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