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The influence of pier height on the seismic isolation effectiveness of friction pendulum bearing for Double-Track railway bridges

Author(s):



Medium: journal article
Language(s): English
Published in: Structures, , v. 28
Page(s): 1870-1884
DOI: 10.1016/j.istruc.2020.10.022
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.istruc.2020.10.022.
  • About this
    data sheet
  • Reference-ID
    10462624
  • Published on:
    25/10/2020
  • Last updated on:
    25/10/2020
 
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