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Influence of higher-order modes of slender tall pier bridge columns on the seismic performance of pile foundations

Author(s):


Medium: journal article
Language(s): English
Published in: Soil Dynamics and Earthquake Engineering, , v. 142
Page(s): 106543
DOI: 10.1016/j.soildyn.2020.106543
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.soildyn.2020.106543.
  • About this
    data sheet
  • Reference-ID
    10535185
  • Published on:
    01/01/2021
  • Last updated on:
    19/02/2021
 
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