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Theory and experimental verification of a resultant response-based method for assessing the critical seismic excitation direction of curved bridges

Author(s):




Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 216
Page(s): 110713
DOI: 10.1016/j.engstruct.2020.110713
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.2020.110713.
  • About this
    data sheet
  • Reference-ID
    10422740
  • Published on:
    26/05/2020
  • Last updated on:
    26/05/2020
 
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