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Seismic Uplift Effect at End Spans of Long-Span Rigid-Frame Bridges Subjected to Near-Fault and Far-Fault Ground Motions

Author(s):
ORCID



Medium: journal article
Language(s): English
Published in: Journal of Bridge Engineering (ASCE), , n. 7, v. 28
DOI: 10.1061/jbenf2.beeng-6023
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: 10.1061/jbenf2.beeng-6023.
  • About this
    data sheet
  • Reference-ID
    10724607
  • Published on:
    30/05/2023
  • Last updated on:
    30/05/2023
 
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