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Effect of earthquake-induced transverse poundings on a 32 m span railway bridge isolated by friction pendulum bearings

Author(s):



Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 251
Page(s): 113538
DOI: 10.1016/j.engstruct.2021.113538
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.engstruct.2021.113538.
  • About this
    data sheet
  • Reference-ID
    10636414
  • Published on:
    30/11/2021
  • Last updated on:
    30/11/2021
 
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