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Evaluation of optimal ground motion intensity measures and seismic fragility analysis of a multi-pylon cable-stayed bridge with super-high piers in Mountainous Areas

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.2019.105945.
  • About this
    data sheet
  • Reference-ID
    10379636
  • Published on:
    14/11/2019
  • Last updated on:
    14/11/2019
 
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