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Seismic performance comparison between direct displacement-based and force-based design of a multi-span continuous reinforced concrete bridge with irregular column heights

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: 10.1139/cjce-2012-0278.
  • About this
    data sheet
  • Reference-ID
    10103613
  • Published on:
    06/11/2018
  • Last updated on:
    06/11/2018
 
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