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Dynamic response and damage collapse of bridge subjected to debris flow impacts using coupled Eulerian Lagrangian method

Author(s): (School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan, China)
ORCID (School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan, China)
(School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan, China)
(School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan, China)
(School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering
DOI: 10.1177/13694332251321199
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: 10.1177/13694332251321199.
  • About this
    data sheet
  • Reference-ID
    10818791
  • Published on:
    12/03/2025
  • Last updated on:
    12/03/2025
 
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